Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval (2)
1Y�912021i J Florida Building Code Online r BCIS Home Login user Registration Hot Topics Submit Surcharge ! Stats&Facts Publications Contact Us 'BCIS,Site Map Links j Search _ Sal, Product Approval - USER:Public User E d m ' Product Approval Menu>Product or Apylicat(on Search>Application List>Application detail R 8 W CD a'. Application Type Rev FOR ision C®® �. IMF CO WL 1ANCE r.. Code Version2020 Application Status Approved r oved ST. LUCRE COUNTY , BOCC Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive ()(� West Palm Beach,FL 33407 Me�PPy (561)209-8263 "-'-t ---�+U bfee ley@ eastern metal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr.,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL18SO R13 COI H.V.ACCORDION CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridab-uilding.org/pr/pr_aPP_dtl.as x? aram=wGEVXQwtD s9%2f`/o2ftCOh JQoeiShOCDrfdGUrQENA7XlnmYs4flBG15Q%3d%3d 1/3 1,(29/2021 Florida Building Code Online Date Submitted 10/28/2020 Date Validated _ 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model, Description Number or Name 1850.1 Bertha HV Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane Accordion- protection. Blade 3 (HVHZ) Drawing# 17-103 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 3 INSTALLATION INSTRUCTIONS HVHZ.pdf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party:Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADE 3 EVALUATION REPORT.pdf Resistant:Yes' Created by Independent Third Party:Yes Design Pressure: N/A Other: Large Missile Level"D". Max span is 12'-7"for 35 psf positive ASD load and 13'-O"for 35 psf. negative ASD load for one specific condition shown in span tables. See additional loads and spans on engineered drawings. 1850.2 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter (Combo)- HVHZ- Drawing#17- 102 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 1 2 INSTALLATION INSTRUCTIONS HVHZ.pdf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party: Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADEI 2 EVALUATION REPORT.pdf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf positive ASD load w/o window blade,16-0" for 30 psf negative ASD load for HV1 blade w/o window blade for conditions indicated on schedule #1,sheet 12.And 12'-3"for.30 psf positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade.See sheets number 12, 25,28 and 28A of installation drawings for other spans and pressures. 1850.3 Bertha HV Extruded aluminum interlocking blades retained by tracks(top and bottom)for storm protection Accordion Shutter- Blade 1 Only (HVHZ)- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdGUrQENA7XlnmYs4flBG15Q%3d%3d 2/3 1,E29/2021 Florida Building Code Online Drwg#17- 122 Limits of Use Installation Instructions Approved for use FL1850 R13 II H.V. ACCORDION SHUTTER SYSTEM BLADE 1 INSTALLATION INSTRUCTIONS HVHZ,pdf in HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Approved for use Created by Independent Third Party:Yes outside HVHZ:Yes Evaluation Reports Impact FL1850 R13 AE H.V. ACCORDION SHUTTER SYSTEM BLADE 1 EVALUATION REPORT.pdf Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Other: Large missile level"D". Max.span is 16'-0"and 14'-9" for 30 psf ASD negative load depending on centermates and locking rod configuration for the HV1 blade,8'-0"for +64,-72 psf load for HV blade for Keystone mountings 7'-0"for+75,-75 psf for metals stud mountings and 8'-0" for 110 psf.for HV1 and HV1A working in unison.See sheets 7, 11,20 and 19 respectively of installation drawings for other spans and pressures. Etack . Next . Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility.Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credo Garei 'Safe �l https:/Auww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeiShOCDrfdGUrQENA7Xl nmYs4flBG15Q%3d%3d 3/3 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)RAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020(71h mR10N) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.r C' [•DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION18M OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL 1 TABLE OFF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85;USING ASCE 7-16 AND SHALL NOT EXCEED THE MAX MUM(A.S,D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS I THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 SHALL BE FIRST REDUCED TO A.S.O. DESIGN WINO LOADS AREA is HV BLADES(7 & dA , BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.•AS TESTED,WERE NOT OVERSTRESSED.A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS IM USED IN THEIR ANALYSIS. SYSTEM COMPONENTS 1-20 SHEET 2 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAWBEEN VERIFIED IN ACCORDANCE WITH SECTION 1528 OF THE ABOVE MENTIONED SYSTEM COMPONENTS 21-37 SHEET 3 CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -MY BLADE Q#0214.01-03.#0715.01-03.81004.01-05, 01214.01-05.50317.02-09#0609.01-10 AND 00210.01-11AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS � ӄ.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. AREA 2: HV BLADE VJ AND HV WINDOW B An - -HV WINDOW BLADE lA #0505.01-08 AS TAS 201.202&203 PROTOCOLS AND 0725.01-03 AS PER TAS 202 PROTOCOL. (WHERE APPLICABLE) 2.MY BLADE Q AND MY WINDOW BLADE 9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 9 14X2.75 AND III14X1.75 RESPECTIVELY.410-HT MINIMUM INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 SERIES STAINLESS STEEL SCREWS WITH 135.0 kel YIELD STRENGTH AND 180 k.1 TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY CENTERMATE DETAILS HV SHEET 8 APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 31.7 kel AND 35.7 k.1 ENO CONNECTION DETAILS 1-8, CONCRETE/BLOCK SHEET 10 FOR 6G05-TS ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN.YIELD STRENGTH AND 90 k d MIN.TENSILE ANCHOR SCHEDULE-CONCRETE STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. SHEET 12 ANCHOR SCHEDULE-CONCRETE SHEET 13 B.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k,I MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 14 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ANCHOR SCHEDULE- CONCRETE BLACK SHEET 14A 12,13,14,14A,15 AND 20 ANCHOR SCHEDULE-WOOD SHEET 15 HV BLADE(D&® WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS M-R. WOOD SHEET 16 1 INSTALLATION DETAILS S-X, WOOD SHEET 17 B.THIS BE 45B,179 ISSUED TO END CONNECTION DETAILS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT B6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT y5' 7-12 &X.WOOD SHEET 18 EASTERN METAL SUPPLY,INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO ` SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH'THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3: HV WINDOW BLADE ONLY 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 I1.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ATACCORDION SHUTTER IN ACCORDANCE WITH SECTON 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. WINDOW BLADE n ONLY . 12. BERTHA H.Y.ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH 4• HV AND ZONING REGULATIONS PROVIDED BY THE JURISDIC H SPECS INDICATED UT THIS DRAWING PLUS ANY BUILDING ATION INSTALLATION DETAILS, METAL STjJD WALLS SHEET 20 WHERE PERMIT IS APPLIED T0. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDI 1 , TIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDAEGISTERED ENGINEER OR ARCHITECT WHICH WILL BEGONE THE ENGINEER OF RECORD SUBMIT FOR THE PROJECT AND WHO WILL OBTAIN PERMITS IN THE STATE OF FLORIDA BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED 1T. FLORIDA BUILDING CODE Hl h Veiority Hurricane Zone 'liklll �IJ1J7J7 ®2020 TILTECO, INC, 02020 EASTERN METAL SUPPLY, INC. EERTHA HVTM ?: EN Fes, ,� Accordion Shutter System IL E:C O i d�. No.44 67 =�`'=� � ��° " H.V. ADE#T w/oR w/o ILv.wIr ow aAOE * � TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems pEV.He V' DESCRIPTION GATE ,DRAWN B1': M.p e355 N.W.351h.St.,Ste.JOS,YfRGINM GNiOEMS.FLORIDA 3318 AS$aaictlan, Inc. 1 OLD 17-122 /6/2020 'DATE: _7/6/2020 yA�, STAT OF Phone:(305)871-1530.Fax:(3O5)871-1531 4268 West Roads Drive 2 mall:tilt acoeaol.com West Palm Beach, FL 33407 y DRAWING No At oCA-R P•. ��` wALIE a000 719 RE Phone: (800)432-2204 Fax: (561)209-8380 4 20-169 7j7 ON' fCrA;�3EAL/SIGNATURE/DATE FLORIDA Uc.f 44167 5. SHEEI 1 1 61 OF 20 .w, p c3'0 FOR WINDOW BLADE® .. ........,.. _...... VARIES 1,491•, 4r�_ 8._. .096 ............. 4.385' 4.999°. ��. SOLID BLADE .375'i ry y- a 5 HV 90' 180 STARTER 3�HV UNIVERSAL FLOATER ay � � � COVERED UNDER US PATENT �/ 5458179 � QUALIFIED FOR USE W/ , QUALIFIED FOR USE W/ HV BLADE `4 H DI CT OU 1A HV WINDOW.'BLADE*, 6005-TS ALLOY AND TEMPER V D �I 50 BLADED QUALIFIED FOR USE W HV E063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE(N1 6063-TS ALLOY A D TEMPER .373E o 6063-TG ALLOY AND TEMPER 3.226" 1.500' YV - GYP.) I �4j. ,670• _ 0 2 670.. t... '1 .670" _2.22 �,.. 1072 � Q. 994 I 67Q 1.°00• o .. ..... of I '-842 + IiRU .. •-L h 7q L � n 72 l O,HV ADJ. ADAPTER WfLIP aaaS ... .__. - -`1zs�' j .0.072_ 3;226- _ QUALIFIED FOR USE W/ HV ;� s2D r BLADE( C"JHV WALK—OVER TRACK 5 - 0HV ADJ. FLOOR TRACK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV ®HV TRENCH TRACK s55 J750. QUALIFIED FOR USE W/ HV' BLADE(1� QUALIFIED FOR USE W/ HV BLADE Qt nl 8063-T6 ALLOY ANND TEMPER BLADE CONLY. 1� HV RAINGUARD 6063-T6 ALLOY AND TEMPER VARIES 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV , 1 c .097 0l t .. -,I B ODE VARIES, 1 3. 6063-T6 A D TEMPER Otl5' °q r ax ..2' Y.060' —,j-:-1 �4.- °8°• I 06o y'll I 670j .1.GB6' '`,do 4.261,^" 670 _ -1 ... Y' of +: 093� 1 3.529' 1 HV HEADER/SILL �;, bi,• 11 HV CEILING HEADER 13 HD CEILING HEADER/SILL QUALIFIED FOR USE lh'/ HV BLADE(1 ONLY, QUALIFIED FOR USE ALLOY HV BLADE 1 ONLY SEE SECTIONS FOR VALIDIT . 6063-T6 ALLUY AND TEMPE QUALIFIED FOR USE W/ HV BLADE 14 -HD WALL HEADER/SILL 6o63-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE Q ONLY, 6063-16 ALLOY AND TEMPER T.1 :1.... COMPONENT A B T1 i'2 _. XY_.__..t 1' 1 1• 0.082• 2• { .I ... .. z S'MO. 1/8' 1/8',i 17 1® � 2 5"MAX. 0.192'10.192• 1® SIDE ANGLES a._._. _k ._. - — QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 1s 1 2s" I7•MAX. 0.190• 0.190" (�0 CORNER POSTS BLADE 1O QUALIFIED FO USE W/ HV 'j -•^•-i� QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE 81 ONLY. _ t '2• 15•MAX i017y•013t• BLADE�} 6063-T6 ALLOY AND TEMPER ® 1 I: 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE (High VOliocity Hurricane Zone ` iUlllIt }}(/j♦♦♦ @2020 TILTECO, INC. @2020 EASTERN METAL SUPPLY, INC . tt�{IFli ( ♦ I ..E /T� BERTHA HV TM sF Accordion Shutter System ,. IL EC0 �N�. A.�. . Y H.V. BLADE#1 W/OR W/0 KV. WNDOW BADE TILLIT TESTING dE ENGINEERING COMPANY fnBflCaT1 Shutter Systems REVAo - DESCW E PnON' DATE DRAWN 9Y: N.P • 6355 N.W.36Ih.III St..303,VIWMLI GARDENS.FLORIDA MI6 Association, Inc. 1 OLD 17 122 /6/202 GATE: 7/8/2020 STAT OF �4r`- Ph— (305)871-1530.Fax:(305)871-1531 4268 West Road, Drlve 2 . ` ,-mail:tllluco®.W.com West Palm Bach, FL 33407 DRAWING NO �0A... •' �� CA-0006719 Phone: (800)432--22D4 Fax: (561)209-8380 3 20-1 69 ♦ .•• ZV WALTER A.TILLfT Jr,P.E. 4 _ q�f�f IQNp ��(A�SEAL/SIGNATURE/DATE. FLORIDA Do.#44167 s SHEET _ 2 OF 20 f.,• I 4. I" ... 74 2293 — FIAT HEAD 1 THREADED -1 -HIOUSI�NC ENAMEL.2293' 745 _. 29 �0.J34" , 9 p3q _ S.S.M.S i l BNQD PANTED THREf�OED i •.•DIE CAST _ Q Rom I I .7- m55� I (2 TYP.) mI J' HOUSING ENAMEL .I' - y .. h •m ,OE_ - ®i •m L mi _.jGRE96 NRN-`.. 7d � .062 .............E "> 1 ..,OfbQ,;-_ • M o _. ' I i n�, KNOB. • .318 f U a I uar DP/55 CYLNDER BRASS CYIJNDER 21 HV CENTERMA� � ss "' 1 @ TEYS(CHROME y(cHRDME PUTm) m " PLATED) QUALIFIED FOR USE W/ HV BLADE 10&OA ONLY a2) HV FLO ING C koj,`•. eDjn` 1 32s_-4--"� of ® HV.LOCK ® HV EGRESS 'LOCK 6063-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE�L)& A ONLY m���?r 302!'_ 87s• QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER �j BLADE 1Q& Q!ONLY. BLADE 1 & ONLY. _. QZf HV COR E C ERMAT � QT!'ALIFIEO FOR USE W/ HV BLADE 1 ONLY 250"O.D. 2.674' -, 6063-T6 ALLOY AND TEMPER 1756 .-922'� MOLDED O T S7 PLASTIC SCREW �L- .516' I o .625" v�j', T 360•AFTER RIVETING �N� OB? o. h 1/4-9 20 X 3 411 BEFORE RIVETING L III i ,; S . THUMBSCREW 1/4"_0-20 RIVNUT*. '3" w' �� • i I I. *SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE RANGE THIN t._.1.._._ I. 7'---•') - -- - i SHEET NU75ERF,PART 1 0820.AS MANUFACTURED BY AVDEL PLAN FRONT ELEVATION ® V " " LOCK CENJERMATE 4 s6s ..._ _ --� -' CHERRY TEIRORN,PARSIPPENY,NEW JERSEY 07054 OR OVAL T HV. ALTERNATIVE LOCK © LOCKER FOR "T" 'LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE TONLY ® H/ FEMALE "T LOCK CENTERMATE ® HV QUALIFIED oOCKE ®` QUALIFIED FOR USE W Hv AND TEMPER QUALIFIED FOR USE W/' HV BLADE 1O 6063-T6 ALL_ QUALIFIED FOR USE W/ HV BLADE(1�ONLY W/HV BLADE Q ONLY. BLADE Q ONLY: 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPERR'' 1.917 .063"' ! ♦ -rL=� OJO Y... S '-7RUMBIURN 062•_ m ��fix l CYLINDER OR KEY CYLINDER � In I{ I 0.875 Min. 0 31 HD.CENTERMATE W NO LOCKING ROD .405 g: ° 1 .1zs Mos. f ®1iD CENTERMATE W/ LOCKING ROD �. QUALIFIED FOR USE W/-HV BLADE(,1,;)&``g QUALIFIED FOR USE W/ HV BLADEi 1)&T1ly �` ° 6063 T6 ALLOY AND TEMPER 3 'S a 6063-T6 ALLOY AND TEMPER g _ _.vAttlEs 72'MIN. QUALIFIED FOR USE'W/ HV BLADE 1 & 1 91 1/4'. (1.t3o" 6063-T6 ALLOY dND TEMPER ' - ACiAL.TARS)SCRL}V5. f' T-". :j i f 1/2• S " 1 7NUM SRN I THUM 1 _ t15' - - CYLINDER Da I 1 I OR KEY , 1.57 Min. _ .._._ .r..". _ * ...__._. 1.78"Mox. b� LOCKING RODD L. i_..1/4"0 QUALIFIED FOR USE W/ HV BLADE 1Q ®'HV 3/8"0-16 ACEML 3 aiV 20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. � 6063-T6 ALLOY AND TEMPER THUMBSCREWS _ ERIS.S. NUMBS QUALIFIED FOR USE W/ HV BLADED& 90 R INSTALLATION WILL REQUIRE A 7/16" HOLE QUALIFIED FOR USE W/ HV BLADE Q1 QUALIFIED•FOR USE W/ FN BLADE 1 D ILLED AT TRACKS FOR PROPER EMBEDMENT FLORIDA,BUILDING CODE(High Velocity Hurricane Zone) ♦`���. Il�lil ��l////T'' @2020 TILTECO,INC. 0 EASTERN METAL SUPPLY, INC. Yt ©202 ♦,P� , BERTHA'HVTM �\cE F}.��-; ' .0 �� Accordion Shutter System No.44 6'``: �^ • H.V. eLa #I w/OR w/o.Nv..wrDow elate TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REYNo DESCRIPTION ' DATE- DRAWN B. M•P,', �.• �'c"y 6365 N.W.36N.SL,St..303.VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 7-122 7/6/202 DATE:„'7/8/2020 • STATE F Phone:(305)B71-1530.Fax:(J05)871-1531 4268 West Roads Drive 2 OLD 1 •• 42x a-man:lutecaocoLcam We., Poim Beach, FL 33407 - - DfRAWING No %,��F ��ORI P•,j CA-000s719 Phone: (800)432-2204 . Fox: (561)209-8380 4 'L�-1 69 t ♦ - -- -- WALTER 0.I1LUf Jr.P.E. .... qp//ANAL E\� �SEAL/SIGNATURE/DATE FLDRIDA uo.y 441.7 5 SHEETor 20 SH TTER ASSEMBLY SC( EDULml HV.(I HV VA � 3/8 ,MN Q HV BLADE 1 _ 41 40 9 � 2 TO BLADE T�P CE Al 1975 t _ i..;625' ,. ...... C`i I 3 I ! BLADE f .L .{HV BLADE .0625' �i x_x .Ofi253 0625' ® HV BLADE 1A � ' �� �I I i jt! .. ..__._ U I aj ti 7s ® HV LONG RECESSED NYLON BUSHING .. .� - t —1.-6 ro KNUCKLE .0 OPENIN J. 0625 ' Y ® HV SHORT RECESSED NYLON BUSHING 3 ! "---- P �� HV NYLON HAT WASHER In ® w o .—f ( I FLAT PORTION ® ,; a .f I.f , I �j. �3�50• � RI.75 " '�li • �BLADE-� EPoOR //• HV WHEEL CARRIAGE AISI 302-303 SERIES pr N dI 1ti O.B70"x3/16" THICK NYLON WHEEL. �J i�.' - i E-� =•14 - 40 r -44 j: //o2s7�o X 2 7/9'MIN "+.✓ j w WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS sEP Rn wN SI e3 D° ... ' I BETWEEN c3.7500" ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD * 1' I I.�l�I{ ;,..� LAD .�-.062s• _.._ EXTERIOR �i?�' �.�1',TT't b OPENINGS Z ON CENTER 11 N Y JW��, f ® HV 2 3/4" ACCORDION PIN W/ 8 HEAD * `r�L a75 m I"' .. ,.:._ .--- 1 .7500• _ _ _ ...... �_..___._.. 7� o I k,2 1/a I ffi oroR AwAnau ® POLYCARSONATE IMPACT RESISTANT HV WINDOW �� f 'I IRETV EII D•11 O i I I TAPs TYPICAL HV WINDOW BLADE dA AND poR � I POLYCARSONATE HV. WINDOW`DETAIL ® 4 or 3 N.ts. sQ NOTE FOR - I , * OLYCARBONATE IMPACT RESISTANT HV WINDOW EOUIRENENTS) ) ® - .... y„_�.._, I ;• -1� GAYER MAKROLON 3103 POLYCARBONATE * i !.L ' ........ N. RESINS, UV-STABILIZED GRADE OR SABIC IN �EOIJIIREIMENTS AT EXTERIOR BLADE KNUCKLE FOR5c , - ---- li++W---.. i 'TO BILADELB TrpleE INNOVATIVE PLASTIC LEXAN 103 RESIN III I ! OOR ® I j -% � (SEE NOTE "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® ='/ N w o In BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR � ® "` HV ® BLADE. ' jr . ! EXTERIOR POLYCARBONATE SOURCES FOR TYPICAL SHUTTER ASSEMBLY A'p�,.,P ELT n T7MCAL PROPERTIES STANDAVO N.T.S. HV PIN a2 ORn AT REimNCE(2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EKT RraEXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q eD3za' BLADE'S KNUCKLE.BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. _ (SEE NOTE* FOR SPEoRC OFANtt ASM a792 ozo r./n' nQq.04 "�-- - rj -`� REQUIREMENTS) {TYP I iD+suE nPsn srRL7lcrN ASM Dose 9,.00 pa.l. 9,500 P•.1 (3) HV PIN © OR ® W/ 1/2" O.D. 1/1 6" THICK S.S. WASHER - ® i FExuRAL eTreraeM AT rain ASM ono 12.500 p,.L 13.aoa P.a Ej ( RE%URA-000ULU5 ASM D790 340,00o p.l 3/0,000 Pat SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a>'. aeecn SHEET OO NRDERaM INODLM.R.a1fRIenCR, AsIN am 19 Fr-m/n 17 Fr-Iefe WHEEL CARRIAGE DETAIL aW.KE DDm ASM meu a7.. 54.5 x wx Nas. A S�EMBLY LAYOUT MT is AASIMm omze tom MRNM D635 DES _1 CI_S s Yid4Q8Dm AM GIM TEMI E STRENCT11 A R WATHMM ASM M 0302 Pn eem P...L Cl',,,,HV BLADE.SOLID._& ."f' HV WINDOW BLADE DETAILS 7ENSM1ESTRS 6T0RE NF/3HERPG ASY e3e eae,p.2 eemp«. Cl',,,, N.T.S. FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone Uf11111 111111E AAA ©2020 TILTECO, INC. _. O 2020 EASTERN METAL SUPPLY, INC. `lAN•��ER TI /T� ..�� R TM �E THE► Hof' a�Q ' \LENS ' ,p ( � p ■ ■�,� Accordion Shutter System a H.V. BADE#1 W/OR W/O KV. W1NI N BADE No.441 7 TILLIT TESTING dE ENGINEERING COMPANY American Shutter Systems REV,NP DESCRIPTION DATE DRAWN BY. L1.p. *": * /J.i/J s'•. 8355 N.W.3eth.SL,Sta.305,VIRGINIA GARDENS,RORIDA 3319ASSaCIatICnA. Inc. 1 OLD 17-122 7/8/202 DATE:__-'7/6/2020 ? 01• STATE 0 L` K/ Ph.. (305)871-1530.Fax:(305)571-1531 4268 West Roads Drive 2 DRAWING No 'LV o-mall:UltaooOaol.com West Palm Beach, FL 33407 5 490 FLORID;,.•'�`'�\' CA-000fi719 Phone: (aD0)432-2204 Fax: (561)209-8380 c �S _.. FLORIDA A TILLff Jr.67 ZO E�V9 LS,' ••" AtAQ SEAL/SIGNATURE/DATE FDRI u0.g aatfi7 5 4 0F 20 ®'®" *NOTES ON HV LOCKS,AND CENTERMATES' - �0-0-'�, ��I �-y�� 1,L"pATORY CONORION/1:ONE HV LOCK I&or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN .. �7+�x�. ��--aa,, ,c�,c��� OR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105%AND FOR INSTALLATIONS T ANY A e c o �.i u •N 5 T u �'�3i0'v-931 ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0 OR f CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUNTER ELEVATION. 2. DITION 12 ALTER t EILIl1fsJI ATinpiRTWO HV-LOCKS 2 ORg OR ONE HV LOCK OR W/TWO LOCKING RODS qq AT TOP & BOTTOM SHALL BE USED Ft}R ANY SPAN AND INS AUATION AT ANY ELEVATION. HV LOCK @ OR ®SHALL BE ATTACHED TO e. OR©CENTERMATES W/SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK/LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL •I f` —HOD_ SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE#3 ON SHEET 12. Hoeg H M I 3. F I DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO W V = LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES o - ^F� OR I SHALL BE AS INDICATED ON NOTE (1)ABOVE - aa5 oa6 oa�oa® / „4 ® LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V 4 ss2 LS USED WLIlYO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING R005�. OR AN ALTERNATIVE DEVICE. �.I al ��' � I .--t(1v�. MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). Gb H�iG-HYDC ='�� C7 �' 0 I 5 D INT41iT CO OPTION C2: ONE HV LOCK ' S�1All BE USED AT CORNER CENTERMATES FOR ANY SPAN AN E ALLA IONS AT ANY ELEVATION. HV LOCK 2( or(0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, t» ATTACHED TO CORNER ENTERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS ATTAC 1 ... - _... ...r ...L....... S�FTge �•, AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. O �SYi Nz MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ONE ALTERNATE HV LOCK &MAY B[ USED IN LJEU OF HVLOCK or FOR ALJY SPAN AND INSTAIUTIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS ATJ NSIDE OR OUTSIDE LOCK.ATTACHMENT 'lam OF 1/4'0-20x3/4'5.5,7HUMBSCRLV!TO�3 OR CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4'ALUM. i I PoVNUi AS SHOWN ON SECTION ENE, SHEEP 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TYO i - LOCKS AT 1/3 OF SHINTER SPAN. 7• ONE HV LOCK )or®or®SHALL BE CONNECTION SEE END I I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP - ti'K TO B6',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK g3 or�or 0 MAY BE USED AS AN INSIDE OR DETAILS ON 0 '� f '' E' H I �.J K L '�Y '3 P � 0 R Y W % • SHEETS 10& j 't_ OUTSIDE LOCK,ATTACHED TO'@ or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. 18 TYP. FULL ;: 1 t} M.S.©CATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ HEIGHT. •.-'- OR TOP AND BOTTOM IS COMPLETELY MANDATORY. 1 .. OF CORNER _.............._._.. _.............._.,..;,.:. .................. WON._ CEIQTERIAATE * 0 0 .. C t 1 al�./an©+OcR®oR 1 d+��� it 1.SECOND ALTERNATE TO MANDATORY CONDITION�1 VALD ONLY f•'OR HV'i'L K AND CEN117J#is70 g$AND _ Oid• Ir5���+ 30 a ONE ALTERNATE HV'T"LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR[®FOR ANY SPAN AND v U ©+© INSTALUTIO AT ANY ELEVATION.ALI�NATE LOCK®�jUY BE USED AS AN INSIDE OR OTSIDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES®AND W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/ 7/8'0 x 3/32" (05 037 W Lrr jm OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4"Ox 5/8,"RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'JOVF O 1V 0 � O O ©*�9 NOTES ON HD LOCKS & CENTERMATES' 8 + $ox�9�+3.x 19• Sox goRl 5t 1• : ONE ALTERNATE HD LOCK® MAYBE USED IN LIEU OF TYPICAL J) HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR AN SPAN AND INSTALUTIONS AT ANY ELEVATION.ALTERNATE HD LOCK 54 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK A TO f3�IS W/3#8 x 3/8" F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(a AS SHOWN ON SECTIONS HDB-HV9 AND`1 C-RVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING•RODS 1'l IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE (High VelociFy'Hurticane one `111O ©LI111I111n, 2020 TILTECO. INC. ETSUPPLY.©2020 EASTERN METAL INC. P� TBERTHA HVTM �\GEA o f :f���'� ZT�-iCFE�-coi rr .:: ■ a ■ , Accordion Shutter S stem H.v. MADE/#1 w/OR W/1) V. WINDOW.BLADE No.44 6T�- __ �_ `] American ShuHer Systems REV:No DESCRIPTION DATE DRAWN BY. q,F _ iIILT TESTING & ENGINEERING COMPANY Assoclation, MO. I OLD 17-122 /6/202 DATE: 7/6/2020 6355 N.W.36th.SL.St..305.YtRGINA GARDENS,FLORIDA 331 o' STATE ��(/ Phan.:(305)871-1530.fax:(305)B71-1531 4266 Wes; Roads Drive z t h�,�` w o-mall tilL.c0000Lcom West Palm Beach, FL 33407 5 - 0 DRAWING N y�Q�., F/ORI}Q ,• V CA-0008719 Phone: (800)432-2204 . Fax: (561)209-8380 2�—�69 WALTER A 71LUT Jr.P.E. 4 . 11 A+�C �3FLL/SIGNATURE/DATE FLORIDA Uc.9 44167 s 5 SHEET 20 i POURED CONCRETE -'T OR CONCRETE BLOCK/ POURED REQUIRED - 1/4'11-20x3/4'S.S. POURED- CONCRETE J CONCRETE ANCHORS MACH NE SCREWS ". CONCRETE 1 REQUIRED V. CONCRETE ANCHORS REQUIRED ! s !(SEE SCHEDULE ON ' 1 (SEE SCHEDULES ON 1 14UTS a 12 D.C. " r - CONCRETE ANCHORS i� j SHEET 13) +1 !f l-SHEETS 13&14A) !` (SEE SCHEDULE ON SHEET 13) Yf` J 1•ry r !'` r �i �fr r 1 - ,! 'S O ( / 1 _ Min. ;.-1 4'a-20x3/4'S.S. in .oR 14 F ! Iy-�- - 1...: }OR 18 ("EQ EQ. .. MACHINE SCREWS '�/ 1�. EQ IEQ 1 7f� .7 -7 \J 1 'r i ®11z'oC. zoN '/J!` 1/K - 'I{ j , 13 aRO E.D.« ,{ f t�-�_ t{^{ l3 aR.15 y 1.. .250' ..250'Max. rl �fl�`i/F O A... j X. H !.�. E.D! Max. E. I I ,.250'Max. ..' I I .... {r. �OPTIONAL I I. ,�i!.� ` %./�OPTIONAL i. i. Ir _ ..i TO MIN.SEPARATION MIN.SEPARATION -SEPARATIONi:. r ,._ i_ TO GRASS(SEE ; iD ,... SCHEDULE ON'___- Q y1 11 FUH FCADE C7 JANO 11- F7 ® I l - i SCF�D'JLE ON EET EXISTING I ( .) . OR MIN.SEPARATION I� GLASS_ SHEET 11 tv, EXISTING BLADES 1Q&� I I TO GLASS I _.;/, G1A55-1 � r-(SEE SCHEDULE ON-'-'- i 4 " EXISTING 1 SHEET 11) r GLASS-, —� ( C HV WALL kA ER INSTALLATION . DA HY WALL HEADER"INSTALLATION BO HV WALL HEADER INSTALLATION _ _ IXISDNG EXISTING _ .r...._. 1 -�� __.-._......._-MIN TO LASS i -10 \ m _ _...:, GLAS MIN.SEPARATION --�� I: ®� I -- i G TD LASS(SEE 1 I I - )OR 1 I I IXGLASS -"(SEE SCNEOULE ON _- 1 SCHEDULE ON SHEET ' 1 1 I I �..S SHEET ) 1 11 FOR BLADE 19�R ir� I MIN. GLASS ON i (SEE SCHEDULE PnONAL ONT""'-'�i � y i .. i..ElAOES 10&9 I ' SHEET1/-N S 11 E.Or .I` 1 OPTIONAL :III. r1/4'Max. ✓�j�ti-I_ r OPTIONAL a r.- if 1 13oR 15 t I y E ;,. Ili I ! I D. 1.: (- t 9.. L.EQ:,i EO-, -103 t : M1 in. L ` O 1/4'o-zox�3/a'S.S. y f >r'�I, --- 1 ,-EC EQ PHIWPS U55 HEAD it�// F`� fRUSS EA 4 S.S.IPHILLIPS /J 1 �(` MACHINE SCREWS USING I 1 !A _ A CONCRETE ANCHORS •,__TRUSS HEAD MACHINE SCREWS .LP9'` -CONCRETE ANCHORS iJ!•*'' / t' 17OR16 I 1. 1/4'-20 NUTS® 12'A.C. k --(SEE SCHEDULES ON W/ 1/4°-20 NUTS® 12°O.C. SEE SGHEDUlES ON ' ! Mi.. POURED CONCRETE-• SHEETS 13& 14A) ( f OR CONCRETE BLOCK I POURED CONCRETE J SHEETS 13& 14A) + ,OR CONCRETE BLOCK + - -� S40NCRETE ANCHORS REQUIRED WALL REQUIRED, Op yjy 'WALL,51LL INSTALLATION_ . i (SEE SCHEDULES ON FOHV WALL SILL INSTALLATION,.. POURED CONCRETE__' ISHEETS 13& 14A) OR CONCRETE BLOCK _ WALL REWIRED O HV WALL SILL INSTALLATION NOTE FOR COMBJN$j10N pF 5ECTIONS " .. INSTALLATION DETAILS W./ .... _... D. 1-SEE SHEET 4 FOR TYPICAL SHUTTER. * ( E �EDGE DISTANCE OF -- - - - ASSEMBLY ( 3) ♦ SEE LIMITATIONS S SHEET 19 FOR ' 2- MOUNRNG SECTIONS CAN BE COMBINED OLAOE 1A ON SHEET 19. .; ). HY BLADE SEE SPECIFICATIONS ON.SHEET 1 IN ANY.WAY.TO SUIT ANY 1NSTPLLATON. - - " ' - FLORIDA BUILDING CODE (High 'Velocity Hurricane Zone - ©2020 EASTERN METAL SUPPLY,INC. jlWhll i Vip 02020 TILTECO, INC; BERTHA, V TM �yJP. tem \I\GEN '-y 7771 E7C:=m- nS,S Ai }�jv MADE#1cordiOW/OR Wu0 V.1MNShtter DW BLADE N0.44 6 American Shutter Systems RFv.N, DESCRIPTION _. DATE DTAwN m:' 'u.P.. x _ - - TILLIT TESTING & ENGINEERING COMPANY AegOClafiInc. - 1 - DATE: 7/6/2020 9353 N.W.36th.SL,Ste.JOS,MRDIN01 GARDENS,FLORILH 3314 4268 West Roads(Drive 2 OLD 17 122 f/B/2020 Phase (3G5)67I-1530.Fax:(305)871-1531 DRAWING No i o'•• STATE F a-mall:tilt-c-L- West Palm Beach,FL 33407 3 •, z CA-0006719 Phone: (800)432-2204 Fax: (561)209-83BO 4 , - 20-169 PL0 RI P_• �' HALTER!.TILLIT Jr.P.E. . SS%pNA 1A�A�S�6tL/SIGNATURE/DATE FLORIDA Uc.g 44167 s _. HE ET s s 6 OF 20 .................................. POURED ^CONCRETE ANCHORS I + CONCRETE-. "F. (SEE SCHEDUE ON SHEET 13) II TO�� ,. I�, ..._.-. 1,}OR f(F�♦ T—................_.. -REQUIRED \ ISGmuE ON ..� ........_..... EDGE OF 11 frn 9JDE 1 :Yd Iu tw5 rn I I ... -(� > / I W SH2T 19(�Ui+7w \:l ,-. _ EXISTING I .aivlat mri, �wlES RCN I(SSE 5HEET JL ON` L1. I AITER ANCH R I GL'SS i a I SHEET'I) 10=3 4'HEX � I ON I' ,III WASH R HEAD I i IIl. ):TEK SCREWS® I II (/�'✓j OR 1 OR 1 i fe N...,. �....1z D.C. CON , , EXIC�STINS I i` (SEE SCHEDULE H ONS .J• O I \ .. SHEET 13) / / �..7 / XISIING I I:.._ I - .......I.. ,�.. I .I,r... d` -E y .EOM. ,.EDGE OF II I pis ' r$IA81F GLAS$—•t i EDGE DF I / ,(' EDGE OF ' S F ! I r ' � EDGE OF X -SLAB IF APPLICABLE j MN 9PWR910F1 }` APPLICABLE �'. I.y /1/2-r-'ir-t a''^ --•SIAp IF '�/ /? ;:: APPLICABLE 7 saRTo GASS(a FnRRE a SHErr ./ //,''y /,-%I/,j'r� J //=r APPLIo18LE J / ^`I I / r ////}' I tt FOR asDECYw ♦ POURED /( / POURED I CR S_nT 19 SM I ,':1)OR CONCRETE _ 1 C N I-.:. E. D.+—I 0 CREED f REQUIRED E. D.•--•--- E. O. REQUIRED / POURED-' I: I (_"FIAT HEACt CONCRETE ANCHORS CONCRETE FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) REQUIRED (SEE SCHEDULE ON SHEET 14) CSw HV. CEILING INSTALLATION (j)HV WALK—OVER INSTALLATION �1 TRENCH INSTALLATION ALID ONLY FOR UP TO+70, -75 PSF A.S.D. DESIGN PRESSURE RATING& FOR SPANS PER SC SHEET 11 vw.6L'rPARAnaR T—} Il r T ,_ CONCRETE ANCHORS t— � - (S ON-EXISTING �-�' ---t (SEE SCHEDULES ON ' 4 �(scs roscvlaF>x�IlE 1.R- §' 6fISDNC ._ _. t' .. : EXISTING—11 veeT 1tj 1, j GLASS--1 MIN. SEPARATION I I SHEETS 14& 14A) TO CLASS I I EXISING EXISTING GLASS �''''��'� - F•- 1 r. .... r..,--. ..._,�._ f _. :�`r.:.... GL4^.S-(---'- vuP.'suluu4iax .r I �:J ��I) !1 i (SBE SHEET lE ON....."i - ...�1 GLASS-� MIN.SEPARATION GLASSRATION/r {- ¢ '— . .... ...... -.J �. ) I — i 1 14-0 ITW BUREb TAPOON W/ d sum 11j I I -5 hi j.. ... I 1/4- I (SEE SCHEDULE U ADVANCED TNNIEN)FORM O.•.../iI• I... 'T!I �rh 11 I f rAX. SHEET 11) ( I I I TLTJUTCJ�M 1/4.0 POWERS I .1/4' I: I 8 f R ,i, I rhrfrfyiii rrrhhh FASTENERS TAPPER.ANCHORS W/ .F MAX. I I _1 :y' �,. I' �,( 1 3/4`W. f7JF3Q1A1ENT tl 6' 8 R aR 15 I E.4" '` - I i i i- .ato=3 a HEX / t: j - o.a.FOR IJP m e'o•SPAN 4ND f �- WASHE/A HEAD I I I 4'O.C.FOR VANS LARGER MON '-'UP Ta 6'-0'MAX.APPLY (j #14x3/4' HEX HEAD f �yy I }1 3/tl / Q .. I—^` I SEALANT AT EVERY FASTDLR READ 'I TEK SCREWS®9 D.C. i 3 �'� I ! ® 12 OC1 .�_- 1/- "} ,; I)i I (m.)(sue Fu1E tt wcr n 1 OR 1/4"9-20 S.S. MS. '` CONCRETE ANCHORS i:` t 1..�--_ _ r�+� 3/ ,r..r�14x3/4 S.D.S. 1 S/8 III FFv9gq In�RAnms) �- 3/8HIT. ° 2. W/NUT 0 9 D.C. i �-(SEE SCHEDULE ON �I�i 1/2tt( -xx 0 9'0.C. (/ �.f _._ _ I 1 4 ii SEwrRT �._i ..._—�1MN(. R SHEET 14) '('t f 1 .ff �•-�- Mo.. _.... .. 1 I. ,: r/' s / r / J�{�Ir /( (rE� .(f 1 �� f / ;�✓ 17 1 So MS 18i_USNG 1/44 420 NUTS / _...8. \_ 14x3 M1 F.N. S.D.S. ,l t/ / CONCRETE ANCHORS 'SEE NOTE 13(6) / .f_,. 9"Oc •' .'% . , �E 0 1 .. :• 'C•-�` NG NDN SRRUCTUM. i POURED CONCRETE (SEE SCHEWLES ON ON SHEET 1 J'- `" C,: .::'. 1_ D35R f>; - .i' OR CONCRETE BLOCK SHEETS 13& 14A) SEf NOTE 13(b) > !-a,; 2A0'MPJ rWAtI.TRIM(DECORATNE "' f"' -'- '—�`--1R -- 1 REQUIRED POURED CONCRETE ON SKEET 1 E.P. SILL) OPTIONAL-•' ....EDGE OF OR CONCRETE BLOCK MIh. POURm WNCRFTE CONCRETE'-' SLAB IF C HV FLOOR INSTALLATION REWIRED I':.;'..:/•••�. ',;:,•.. -. 'PoUREQND APPLICABLE ::. J HV 'RAINGUARD.INSTALLATION t © RED HV WALL WALK—OVER INSTALLATION L� y,\ mom MOUNTING ANVALLATION N T F - MAXIMUM A.B.C.DESIGN PRESSURE.64,-72 10 =EDGE DISTANCE t THIS ABLE HEN SHAH BE ..._ MAXIMUM 314UTTER SPAN 8'-0' 1-SEE SHEET 4 REMOVABLE WHQJ PERFORMED ♦ SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS W,L H V BLADE: ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT pLADE lA ON SHEET 19 2- MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE - IN ANY WAY TO SUIT ANY INSTALLATION. ` FLORIDA BUILDING CODE HI h Velocity Hurricane Zone PLY ®2020 TILTECO, INC. USE 2020 EASTERN METAL SUPINC. HHVTM YTM' �? �GEN F' L 'N ,� ® � ® Accordion Shutter System W_ N0.44. 6 American Shutter Systems REY.N RV. BLADE W/OR DATE H.V.DRAWN BY. BLADE TILLIT TESTING & ENGINEERING COMPANY 8355 N.W.36th.St..Ste.30,VIRGINIA GARDENS,FLORIDA 331E AasOciatlon, Inc. t- OLD 17-122 _. w J/6/soz GTE: 7/6/2920 o'• STATE ,F Phan.:(305)871-1530.Fax05)871-1531 4268 West Roads Drive 2 DRAWING No mail:tit acatla.l.ea West Palm Beach, FL 33407 'sPp FCORI,P •�W CA-0006710 Phone: (800)432-2204 . Fax: (561)209-8380 1.. 20-169 j� ,• .. WALTER A T)LlR Jr.P.E. ' \\ \E��3�/SGNATURE/DATE RORIG ONA Dc.f 44167 s SHEET �\ 6 7_ OF 20 ,. SEE NOTES ON LOCKING RODS 3® HV LOCKS(D or 5 N —EXISTING GLASS r INSTALLATIONS W 1 HV HV' AND ALTERNATE LOCK®ON SHEET 5. - � I � BLADE SUCK DETAIL fIVF IS VALID FOR ALL � �I(J BLADE W HV CENTERMATES CENTERMATES APPUGTION WITH BLADE01 O © ® ©'©°R DETAILS ON SHEETS f0 do 78— 10+ 5 GR SEE END WALL CONNECTION + EXISTING GLASS if--------------- —————— ---- 2'x2•e1/6•x0'-2' ✓ I O+®oR O+ooR 19+�eR�l 31/4'. _ T __ 61I2 7 (6063-T6 ALLOY)AWM. ..__... ANGLE W/(2) 1/4'D TAPCON 1/2' oR© ®� OPPOSING •-_ ��-- METRYCAL ••• l .� ANCHORS TO CONCRETE CENTERMATES CENTERMATES MIN. SF3ARATION (TOP/OOTTON)dc,•� I g1ox3/a•S.M.S.® 12• (a)$1oxT/2 e.Ms.To TUBE W f HV LOCK (L or L5:: W V LOCK o To cuss AT EACH ANGLE P ! _ 7 O.C.FULL LENGHT. . (i7') 1 I (SEEN 1) ON ` • t\J•17rj11 , 35 -- -- ---- ---- --'. ---- - - ------ -- --- - _ j /'� Nil - - ©�®°�© a` ® HVB OUT ® � *' ®°R© 0. HVA ®�O.O O°O O HVC { aR B 7 oR 8 A 10+ 3 oR POURED CONCRETE OR © OO ®°A© OO ✓-I IO+OoR©+� 1 ©� rIXISTING GLASS f CONCRETE R D BLOCK WALL _._......._. I IXISTING�+®°A Q+®oR®+�aR � ��,.; .. �------------ ——— ---- _ SYMMETRICAL * l 6 ' 2O` MIN SE ON cLAss �IX1snN CENTERMATES �b IN-_J © . PARA /^ ! L.... _---- oR—{--J GLASS ,' 0 .I„� ©eR®+©°a Q I ® ® n W HV LOCK_ 26 OPTIONAL O EE SCHEDULE ON MIN. .� �c _ ( (INTERIOR) °°1 9+ 5 oR SHEET 12) f// Ali,• ' SEPARATION ) TO GLASS .. .... .. ._ _ _ + (SEE SCHEDULE�` ..I N OPTIONALxl °P©` a ON SHEET 11) 1. (INTERIOR) - -— I __l I .• .* if'! O._! _ VAR]S -- ANCHORS ® I 6 / Z 0 2 �• ... !( VARIES ' f j .. ... .. III q ® OUT.._. 7 ox 6 1/2•MAX. SLAC KK I. I HVD =OUT j( - (EXTERIOR) HVE HVF** FLORIDA BUILDING CODE (High Velocity Hurricane Zone) `pT{IUI1�11111!!/ // 02020 TILTECO, INC. 02020 EASTERN METAL SUPPLY, INC. </T''o,, P .•• .<•.. � , 13ERTHA HVTM ,.y,:• �\r,EN F '• ' Accordion Shutter System IM��� ,��. _ ■ e ■ ■ V. guoE#1 w/OR w/o liv.._wINtX1W BLADE No.44 6 - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY. u•P`- Association, nc J� 8395 N.W.]6N.SL,Ste.JOT,Y�RGINIA GARDENS,FLORIfU]Jl Ong I � 1 OLD 17-122. ]6/202 DATE- 7/e/2029 o'• STATE F "��L!/ Phone:(305)87,1-1530.Fox:(305)871-1531 4268 West Roo 3 0—ds Drive p a-moll:OR— d.,orn West Palm Beh, FL 33407 WINiCA-0006719 ac - DR NG N WALTER A.TILUT Jr.PP.E. Phone: (800)432-2204 Fox: (561)209-8380 -a - -- 2 69' EAL/SIGNATURE/DATE FLORIDA u°.y a<1w 5 SHEET 6 8 OF 20 ..................... _....................._....._. ALTERNATE INSTALLATION W HV "T" LOCK � HV MALE FEMALE " " LOCKS CENTERMATES. 8. & LOCKERS (2t Wf n AV BLADE 4 SEE END CONNECTION DETAIL ON SHEETS 10 k 18 INSTALLATION f1):HV BLADE OUT (:: IN �/-IXSTINO CUVS 6AOE�sADN OETNL HVF.INDICATED ON SHEET 8, W/ HD CENTERMATLS if ® O O O ® WELL UNNERSAL FIAATING BIADE®DETAR.HDD-HVD. . a m 6• 7 0+8 a 10• INdCATFD ON THIS SHEET,wY BE USED WITH THIS ALTERHAT I 9W IN THLR SHEET.. SEE END WALL CONNECTION 10•®�® ®�© ®a NSTAllARON OETNL HYG SH0 ©•O ©q© O ®� DETAILS ON SHEETS 10 do 18 :f E W/Ta/4 'CON ANaANclNg)lTo4 io GRETEEIE I sYe• I '®•® :. 35* . .35* . q* (OP`TION&) ,. N)f1o,1n•sus.FO luee? � .-/Ias//a sus.o lz• -- ----- ---- �(- --- - -____. ,..� AT EACH AFICIE. { 7 O C•FULL LENGW. 1 /3 OYP)I. i ,r. * " IN (4)H.V. IN 4 N.V. ,.�xy—; $ j ..- _. Q j 30 LOCK (INSIDE) O RNS(m.> as e,n PINS(1m.> �1 a l{•` I� ((sO° i —. - -- — I -.0 61r * � O OO * OUT r 31 OR� (33 31 oR 32 31 OR 32 *31 On 2 . # �. —1/4 0-20 x 1 1/2" S.S.M.S. -- 3 SEE NOTE 6 FOR ET LOCH D@,. W/ 7/8"0 x 3/32" WINGNUT. (OPnDNu) . —HYB OUT (OpmDm) HDC—HVC T LOCK,ON SHEET 5. * /_ ' ©0 W "T•• LOCK (OUTSIDE) SYMMETRICAL.HD jZtNIERMATES SYMMETRICAL HD CENTERMATE-a SERIES 9644 N.U/ANUN --- t VG* �'/�" LOCK {EXTERIOR) _W�S!` LOCK "(INTEf�IOR) (2024-T3 ALLOY)LARGE RANGE THIN a®m©•O�©"`10•®a SHEETNFACTL,PMT 082Q -tO•®O1®•®°1©•®w . AS 4NiUFACNREB BY AVOEL CHERRYTEXTO if O7D54 O PARSIPPENY,NEW JERSEY O O7 •©�O OO •®�" 07066 OR,OVAL 1/ 6 • 6 • ' _. -(D #6EE NOTES ON tOGKAVG ROW©.0 loos ON SNEET s . �1 i. 'I`#uNNERsu Ra.+HRc mAo[®oLT,+n Hm-Hw Is VALID TOR ALL CENIElONl6 APEDCAMW6 MIN DME(D DD—HVD'F" FLOATING STACK FLORIDA.BUILDING CODE Hi h Velocity, Hurricane Zone �, (11111, 1��T//'' 02020 TILTECO, INC.. 0202D EASTERN METAL SUPPLY, INC. BERTHA HV'rM �\CEN F •,9� Accordion Shutter System �TIL_IEC O �N�. .,�, �. . W 0 H IJDCN! = No.4416 H_ B1ADE 1.# w OR v � � TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DEBCRIBTION 'DATE 'DRAVIN r BY.. -y,P' - "55 N.W.361h.SL,SIB.305.VIRGINIA GARDENS,FLDRIDA 3316 .Association, Inc. I OLD 17-122 /6/Z020 DATE: 7/6/2020 STATE .F ;5� Phone (705)B7t-1530.Fax:(305)B71-1531 4268 West Roods OCive 3 DRAWING Ni 'p ."`JJJCC4cii��� a mall:tiltaeo®aoLcom West Palm.Beach, FL 33407 i�i(`F;.,•�ORI ,. CA-ODO6718 Phone: (80o)432-2204 Fax: (561)209-8380 - - 20-�69 Z •• WALTER A RLLIT Jr.P.E ... 4 ...... '�2j�iAss/DNA �������\SEAL/SIGNATURE/DATE FLORIDA Lfc.a 44167 5 - - SHEET 9 9 OF 20 POURED CONCRETE OR t - /rr' / "'`'POURED CONCRETE J� POURED CONCRETE —�-1 CONCRETE BLOCK WALL I %� ? OR CONCRETE _„_,/'. OR CONCRETE -_ _ -.0 RED CONCRETE IR t.� - 0 BLOCK WALL *• /21"MIN.,l REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED y. f / 'F• im.._._..�.']`." B EQU EO - EXISTING GLASS / EXISTING GLASSCONCRETE 6' OR' E1(LSTING GLASS r'" / '- % ._. _- }616 0 C. >• - 2"MI TING CLASS ,,, MIN,. TION..� �__ _�,r j TD IXA (SEE �r"� �`�• {_ 1• _. "r i I MIN.SEPARATIONTO GLASS SEE SOkDULE ON SHEET :'R MIN SEPARATION .r - ,,+ EO DTI EQ. SC1fDLUE ON r""� ,., / ,; 11 FOR-BtADE AMID TO GLASS(SEE MIN.SEPALIDON f / ON SHEET 19 FOR r . ./ !I! 11 FOR BLADE OMID 1/16 x3"MAX.. .. .. ;. SCHE1X1lE ON SHEET Il.(" 1sCH DULE�ON(SHEET - c� . 6 (D ® ,/'r f.. 11 FOR BLADE ILA I I ON SHEET 19 FOR (063-T6)CONT. "`�_�. BLADES 1 & .. .._ 19 ••� I r ON SHEET 19(LOCATE AT('' ,,, B( I FOR BLADE(DAW) ADES Q&© ALUM.CLOSER - - & r EITHER SIDE`� .....'. PLATE. (LOCATE 1/2•) / .•--..__ { 1 �� 1 ,1 ;FADES t�& FOR OF 5) O I AT EITHER 510E MINJ...... _. I. ' ,�• I OF4) _. 1/2 MIN 11 1 -E!P1 .. � '..._.. I .. '*USE 1.OR 2"MAX. .-. #IOx1/2"S.M.S._ ,!' (AS APPUCABL.E)x2•x1/6"zo'-2" /)Iox1/2"S.Ms_.�•. ® 18"D.C. ------- --- --- _—_— . . ,y Ir ALUMINUM CUP ANGLE -...-. (6063-T6 ALLOY)AT MIDHEIGHT I \4 (1) #10x1/2'S.M.S.TO®& (I)OR SEE \„> (2)1/4"0 TAPCONS ANCHORS TO _ SEE DETAIL X FO-8J(/`ryif OR� / WALL AT 1"O.C. (LOCATE AT OR J • / SIDE CONNECTION I ) '. EITHER SIDE OF®) f f( OR ®• ® DETAIL X FOR !! '®• 111 SIDE CONNECTION TO TRACKS `gl.®w SEE DETAIL X FOR_ (4 p: �a�aQ.QwQwO ®a I\ a w 6•7 w(ejo©D.®a TO TRACKS a a(6 7 w;87y 0• SIDE CONNECTION •...r 6 f7�8 10 10•®a©• ©•©°,. 10• Z� ®O1 10•®^•©.®a©•�"' TO TRACKS 10•®a^©•�©.�a 6 7 6• t._.. ®"©.(jaw l�ji.®w .®a ((..��, ® ®°"®'®°"� ®." A'� Q•�w®.®w®.�5aO9 a1©•E, O•®w�J•®O1®•�°1�a1'Y'® ®.®a®.®wV"•®wOw©'® O.®a®.®a�•®wO9 wlY•® l'7 `'J END CONNECTION DETAIL( END CONNECTION DETAIL 2� END CONNECTION DETAIL 03 END CONNECTION DETAIL,.® /�a_^ _. POUR ON - d , '''""" r'-'POURED E CONCRETE OR •T� REQUIRED ONLY FOR SPANS GREATER THAN 12' 0" ! EXISTING GLASS r�;/ / CONCRETE BLOCK WALL j-GLASS EXISTING ~~ .,, 4� V /` REQUIRED y "1 -- - . / MIN.SEPARATION r'! i1�.�1/2 MS'. MIN.SLPAR4TIGi "�•"`�T"'� /. TO PASS(S© Ir` �' ® 16.0'.`C. '` / FEDULETO O(SEE D,' 11 --_-- - --�u-{� -J -,,0 OR(9) OR f/ Sa¢DIA.E ON SHEET C SO¢DIA.E ON SHEET f A� -< 11 FOR BLADE AND i CONCRETE 1 2"MIN. 11 FOR BLADE(DAHO .i: - - `r yc1_ _( / ON SHEET 19 FOR 1Q&® :.�'' �12o0.C. ^� ON SFEE�TT 19 FOR �.,; 111 t '� ____ ____ I `� "`• . CONCRETE....� _ ., l yr„ BIA0F5©&® 4 _.,l> .... _ ___ __ \ _ 1 OR13OR'I OR1 OR(H a 1 EQ.. ,I �%O.C. ... - - T 2'�MIN. Y-- / i 4 /'r r:''-,...... ✓' ( Ss._..._1 2 MIN. _ . ,n.............. 4-/6 St j^f EO - s' - L f OR®OROOR r 2"TAN. ? Ir s 2•MIN./f ♦ SEE LIM ADONS OF USE FOR A tC��OR BLADE�ONSHEET 19 @CR'I3ORO0R� VIEW' .5 PLAoR 1©®' ®a© Oa0a10 ®w DETAIL X ^-POURED CONCRETE AL - ®a®a©•UwQa10•®a ---i- 10p®a©•®a©.©a CONCRETE BLOCK WALL s 6 END .INSTALLATION REQUIRED 10•®°"©•®°"©'©w �\ 0'Q•©wO.O,®°" © O ©w© O ®w �•®w�.®a0 �w ; 1 HV BLADE OR ( 4 HV WINDOW BLADE INTO ®•®w©•�w0•�a ©•®a�.®w,�j.®w0 CONCRETE OR CONCRETE BLOCK WALL. AND CONNECTION DETAIL 5� ©-®w®•®w®•�aOw©•® END_CONNECTION DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone `��IRIIIII (((���/',' 02020 TILTECO, INC. 62020 EASTERN METAL SUPPLY,INC. .. ...., T _ �®: 'BERTHA HVrM I L. E ,w N,� ��� Accordion Shutter System r {`t.= H.V.TRADE#1 W/DR W/o KV.,WNDCW FADE 0. 18t -- _ TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P C .�• ! - 6395 N.W. St.,Ste.305,VWANtA FIDWOA 3316 - Association. Inc. 1, OLD 17-122 /6/202 DATE: 7/6/2020 Z�'• STAT OF Phono (305)B71-1530.Fax:(305671-1531 4268 West Roads Drive 2. y�'•, (y 6_0•B6aco®cul.cam West Patin Beach, FL 33407 3 DRAWING No ���.'.,•F(() IMP. . .. CA-CD06719 Phone: (800)432-2204 Fox: (561 209-8380 - ._, 2D-1 C9 WALTER A TILUT Jr.P.E. ) �AAiA�sS'/QN SIGNATURE/DATE FLORIDA Up. 44167 _ 5,� _. SHEET 10 of 20 _.._........_...... .................................__....._.........._........_..__................. SCH D F tE t SGHfaDUI E #? SCHE_,puLF#� SGHEDU� �F4 �CN�� (1)L+:MAXIMUM ALLOWABLE SPAN FOR A MAXIMUM SHUTTER SPAN*t'L+" OR "L—" (ft.) MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*"L+" MAXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE AS,D, DESIGN PRESSURE • SEPARATION TO GIASS REQUIREMENTS FOR INSTALLATIONS W/: R "L+' OR "L-"-(fQ FOR 0,R "L- (ft.) INSTALLATIONS OR "L-" (ft.) INSTALLATIONS RTINFG.X,ALLOWABLE SPAN FOR A GIVEN (1)SEE BELOW FOR MINIMUM SEPARATION TO & ® Or Or W/ ONF INSTALLATIONS W/ W/ _ W NEGATIVE A.S,D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED.WITHIN HV LOCK or 0r or HD LOCK W/ CENTERMA7�S 2 & & W/ TWO HV _ OR & W/ ONE HV LOCKS THE FIRST 30'-0"ELEVATION OF BUILDING NO LOCKI RODS � CENTERMATES� & ONE HV LOCK OR OR LOCKS OR O OR W/ NO LOCKING (2)PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM cF SHUTTFIZ. OCKING RODS TOA SPAN FOR WALL MOUNTINGS OR W/ ONE HV LOCK iM (S TWO LOCKING RODS RODS (9W/ NO OCKING N /BUTT01 ODS Fl,GOR/CEILING: (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS ®TOP & BOTTOM s(SCE NOTES t,1B RODS *(SEE,NOTES },}t / ONE SE LOCK ® OR (� (VAUD FOR MOUNTING(( INSTALLED ABOVE 30'-0"ELEVATION OF BUILDING, R ♦(SEE MOTES t,it sHEEr 7) GIVEN, POSITIVE A.S,D,DESIGN PRESSURr MEASURED AT BOTTOM OF SHUTTER IS 3". Aw. luwwuu uApuou CONCRETE WOOD �IAII," CONCRETE RAPING, DETERMINE MAXIMUM SPAN "L+' Asn. CONCRETE&WOOD INSTALLATIONS O A50. INSTALLATIONS O ��0• As.n FROM SCHEDULE. oLacN - f>E4ICN Duam INSTALLATIONS() INSTALLATIONS Ecassurrc PREssw WALL MOUNILN6S FIIE 1 c - -- I>Escn GIVEN A NEGATIVE METE DESIGN R1]r+c Ff.MOUN ING G RATING - M['5uRE FLOOR/CLIU R MOUNTING PRESSURE RAT{NC,DETERMINE MAXIMUM WALL MOUNTING MOUNTING 8 RATING P,taN9 fi,...tJ (v+.W fLGDR/CENNC NOUIJTINOS (P°.rJ fLopR/CEIUNO MOUMINC Q,WI.I OR SAAN 'L-`FROM SCHEDULE. h11NIMUM SFP,�RATION TO GLASS JiEDULE• (+as-) - ..... / ONE L T}(011T I QCt41, G 0 g oa_) --` (+OR-) ., ..(+OR-I FLOo WALL MCUNnec SHUTTER W ONE LO L+ (fl) L (il)_ L+ w I-(n) L+ (10 L-(fi) FINAL MAXIMUM ALLOWABLE SPAN IS EOUAI 30 13'-2' i6'-0" 13-2" I6 0 "" ._30, 12 3" 14'-9 30 IS-1. 16'-0' 30 13 2 W6:b, TO THE M7NIM(IM Of_TERMfNED SPAN SHUTTER~ INSTALLATION W/ INSTALLATION W/ _. BETWEEN"L+'AND"L-". 35 12 d 14 10 12'-8" 14 10 35 12 8 14'-10` SPAN "-METRICAL DEPOSING _.„._ CENTERMATES CENTERidAT?:5.: 40 12 7 13 10 12'-3" 13 10 40 11 4 12 9" 40 12'-2" 75'-2 40_ 12 3 13'-10' ;S PROCEDURE.TO OEfERMIVE MAXIMUM _.._._� ......�.. .....-_. _........_�.... 45 11 11" 13'-1' 11'-11" 13'-1" .. - ....._.:: .. . Ti' 45 11 1" 12'-0" _ 45 ,lV-9 14'-3" 45 11'-11' 13'-1" - FOR COMBINATIONS IN BETWEEN 105' .._�_._.. .__.., _...v.. _...� 50 11-7" 12'-5' 11'-T 12'-5`_ 50 10 9' 11'-5" 50 11'-8' 13'-T 50 11'-7" 12'_5• 1YH1.L.W/FLOOR/CEILING MOUNTINGS: OR LESS 6s 4 ' _..._�,.O..__ .... >105'TO MAX. 55 11 4" r 11'_70` 11•_4• 11•-10•.. ...._....._.55 10 6". 70'-11" ...55 ... 11,-3' ....}p_11" .-.. ..55.....�„ 11'-2• .....1.1;-10' FOR A GIVEN POSITIVE A.S.D. DESIGN 3 7/61s 4` / -'_ .. ._._....----._ .._____...--'-- ALLOWED 60 11'-7" it'-4' •1'-p' ,.11'-4` 60, , 10'-3^ 10'=S' 60 it'-0" 17-4" 60 10'-2' - 70'-1.1' PRESSURE RATING:............_....._�_ '��-- _ ......... .__- ._.. _,,.__...... ....,.....„..__._........_:_._....,,... DETERMINE: s USE 2 1/2'FOR HD IACK(5� OR�3 .... MY 85 .,...10-tU 10'-10� 10'-7" 10'-10' 65 .. 10 06'' 10'-D' 65 10'-9" I1'-17' 65 9 5 - 10 1'.. _-� .._- -� 70~ 10'-J' _ - y �- - .__._-_..__.. Lt+= MAX. SPAN FOR WALL MOUNTING USE INDICATED VALUES FOA C MAP 70 10'-fi' t0 6' tp-2 Tp-6` 70. 9 8' .....9'-8" 11'-5" 70 _ 8'-g' ' INSTALLATIONS, _ _. 75 .............10'-1' f0 1 . 9'-70' 10 1` .75 9 4' 9'-4" 75...-- 10'-4" .......71'-7" . 75� g'_g^ L2+= MAX.SPAN FOR FLOOR/CEILING ' "-- "' "' MOUNTING INSTALLATIONS. MINIM M.SEPARATION To GLASS C I 80 9'-10" 9 9 9 T fl t0 80 - 9 b 9'-0' 80 10'-O 10 9' - SHLITTFR W/ONE 144K:.�TN0 IOCKINC ROES OR. ....._......L.__ _ _ ........_ ..._.___.. ._.__ ._. 85 ......_9'.'6• 9'-6' 9-3' 9-6' :..........85 B 9' 8'=9" 85 _ 8'-9" ...10'-5"_ FOR A CIVFN NECAT7YE A.S.D. DESGN .. .WI'Q�0N_LY TW0 y0,GK� "'�' - PRESSURE RATING: 90 9'-S' 9'-3" 9'-0` 9 3 s0 -8 s 8 8 90 9'-5` 1D'-1' DETERMINE: SHUTTER INSTALLA11ON W/ INSTALLATION W/ 99 3'-0' 8'-9` 8'-9' 9 0 95, 8 3 8 3 95 9'-2' 9'-IO' - Lt MAX.SPAN FOR WALL MOUNTING SPAN SYMMETRICAL lOD W::i a'-4" 0'-6" 8 9 100 -a i_ 8'-1' 100 9'-D 9'_7" INSTALLATIONS. CENTERMATES CENT ERMAT�ES 105 B'-T —7— 8'-4' 8 4 105 7 11' 7 11` 105 W-9` 9'-4" Ls-=MAX.SPAN FOR FLOOR/CEILING 105' .... ..... ..:_. ___-.,,_ .............. MOUNTING INSTALLATIONS. OR LESS 2 3/4'°• 3 3/16 110 8'-4` 7 T 8'-2' 7 11 ,. 110........ 7 8 7-T 110 B'-7` 9'-2' O MAXIMUM SHUTTER ' 175 .........B-2' 7-3" 8-0' 7 7_ T 15, 7 6 - 7-3' 115 8'_l, 8'-i t" - FINAL MAXfMUM ALLOWABLE SPAN IS EOU >10.5'_TO MAX ..,..-_.........._� _.._...........-__ .::.... ._.._ ..,,.. ......_........, SPAN L+"DR L-"FOR 1/4" 120 7-4' 6-11' 120 8'-2` 8'-9'' INSTP.LLATIONS IMO W000 3 °° 3 1/4" 120 8'-0' 6'-1 1' T-10' 7 4" TO THE MINIMUM BETWEEtd'Lt+','L2+', ALLtlWED , 125 T-10' 6 8" Y-d" AND 7 0 ..125 7 3 6-8 125 d'-0" 8'-5" SHALL BE LIMITED TO To$ '� USE 2 IS/16'FOR HV`i"LOCK W/Q 130 T-8` B 5" T-B' 6 B 130 7 1 6'-5` jj0 T-10" 8'-1" Psf. DESIGN LOAD, (4)GO TO ANCHOR SCHEDULE WITH FINAL ear USE 4 1/8" FOR HV'T'LOCK®®0 W/ 135 ........ T-T 6 2` T-4' 6 6 - _. - MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTERK(ATES© .... 135 fi 11' 6-2` 135 T-9` T-9'.. ._w, ...._,_.._._...._ A.S.U.DESIGN PRESSURE RATING TO 140 T-5' 5 11' T-3' 6 3 140 8 10" 5'-il' 140 T-7` T-6' DETERMINE MAXIMUM ANCHOR SPACING. INSTALLA'712N END 145 T-3" 5 9" T-1' 6 0 � 145 6 8' � 5'-9" -145 T-5` T-3' �� - ...........__ ....� ._.. ... __ ._. .... ,...-....,r ....i.......__....._— -,.. 15O '!'--2" 5'-7" T-0' S'-70' ,. �150 _.. 6-/" 5'-T., 150 J•_4• T-p" .._....._..........._ �._ '_..._. .-... __._,---' -. ....... ..... .. CONCRETE&MANSORY WOOD 155 7 0 5 5. 6-10"... 5 8 i A 6-6- 5 5` 155 7'-2` 8'-9�- 160 6 11 5 2. 6-9' S 6' 160 6-5• ,...5-Y' 160 T-1" g'-7• H•V• CORNER CENIERMATE 3 MAY BE .... -. I- .�-- ......... ._:. USED AT ALL MOUNTING INSTALLATIONS. LOCKING W A. B. C. D, E.ALL M,N,O, P,0,R;; 165 6 1O I S 1 6-d' 4 165 6 3' S 1"- 1&S T-0.. 8'-4' SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F. K & L 170 6'-9' 1 4 _t 1• 8-7;...,, •, 7 f70. 8 2 4-11' 170 6'-1]" _ 6'-2' MANDATORY CONDITION #2 NOTE#5, SHEET S. ..... ... FLOOR 175 6'^9' 6'-D' . � /CEILING G. !i, I, I1 + J, T, U. W& X. tt - MOUNTING - - - .......__...._.�... EXCEPT-THAT MAXIMUM SHUTTER SPAN'i+"OR'1--`AND NJU(IfAUM A.S.D. 4 8_. 6-4• 4 10" „18U 6 0' 4'-8` 180 6'-8" 5'-10' + M. •.....,-_...__-__..._._.�. .....__-.._._..,.. .....____...� DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE 585 6'-5' 4 6 6-y' 4 9 185 5 11' 4 6' 185 6-7" 5'—a' _ BLOCK SHALL DE RATING A$FONSTALL 190 6'-4'H4- 6-2- b 7 15D- 6 10 4-5' 19Q ' 6` _ ^ BLK SHALL E U 70 KEYSTONE COUNTING LIMITED TO +84,-72 ps.LHV E3LADE 195 6-3' 6-1' 4 6 195 5 9 4-3"" - 195 6-5 S 5' AND 8'-0` SPAN200 6-Z" 6'-0" 4 5 .200 - 9 4-2 Z00 - 6'-4 5 3" : SEEMOUNTING ON SHEET 7. B'-0' W-3' - FLORIDA BUILDING GODS Hi h Veloci Hurricane Zone) 11 It 61111", 02020 TILTECO, INC. ©202O EASTERN METAL SUPpLY,.INC. BERTHA HVw �,• ��GE SF � . S A� Accordion Shutter.System _ !.L' E C to ,<►,at:. FLV..ICE#1 W/ai w/o KV. WON RADE A _'�G�t ..... SSLNI W.]B h5.bY.,smNG &.r.»,NvrFclrua ENGINEERING COMPANY aarvwNal7e AmericanAssociation, uo6 t on,r Inc. 9►FIS RE I ...-.OLD IDESCRL7T7p1 .:•/6/20R 0 DATE:RAWN •7%/2010 '} i. STATE DF ^ r� Phone (305)871-1530.F. 005)871-1531 4268 West Roads Drive 2 -- '�O,• _..11:6R.-O.01- West Palm Beoch, FL 33407 DRAWING No CA-0006719 Phone: (800)432-2204 Fax: (561)209-8360 S 20-1 69 ����i�FSS%�,.„ EC• w 4 F41+�E/L/SIGNATVRE/DATE FLORIDA Uc.g 44167 M NA tl� ° ' SHEET 6. ... 11 OF 20 ; MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GN" MAX. SH TTTFR SPAN, ,ANCHORS SPACING I FGEND DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTAL 1 A770NS (SEE MOUNTRIGS A D,C.D AND F ON SHEEr 6) - TAPCON WITH ADVANCED ' THREADFORM TECHNOLOGY BLUE TAP .._ _.. .._. ....__.... PDIA2E0.CONCRETE .... .. TAPPER+_.._. .......i - A WALL HEAD MOUNTING A WALL HEADE MOUNTING OWALL HEADER MOUNTING D'WALL SILL:' OUNTING D WALL 51LL. OUNTING 0& WALL HEADER/SILL .., SPAN w/. W/ W/' W/ MOUNTING (R) A.S.D.DESIGN,NECATNE:LOAD _ AS.O.DESIGN NEGATNE_LOAD: _ A.S.O.DESIGN NEGATIVE a(. 'A.SDDDESIGN NEGATIVE LOAD...p, AS.D.,DESIG NEGAiNt LOAD ;AS.D.DESIGN NEGATIVE:LOAD - SO 40 60 75. 90.120 180 2G5 30 40 101 75 BO 120I 160 205 30 40 ,80 79 90'.120 ISO 205 30 40 00 75 BO 120 160 20S 3D 40 60 75 90 120 180 205'30 T40 BD 75 90 120 180 2D5 3,-0. 14 12 70 B 8 8 '8 'B. 4:. 12 10 9- 8 8 8 8 14 L2 10 e e B_ 8 ,B 14 OR LESS 1t- 12 f0 98 e e 5 14 12 10 9, 8 B .8� 8 14 12 10 9 8 B B :8 14 12 1D 9 B� B 8 -3� 14 �17� 10. B"B '8' 6'; fi 8 B '8 'e' 8 8 B 85 , 14' 12 70 e 8 B' B 8 14•12 10 9 e}e e :8 14 12 10 ••8 B 'B B 8 14 12 10 -B B 8 8 - 14 12 10 9- �0 8 B B 8 4,-0. 14 12 10 9- B 8 8--4 14 12 1D 9,. e 8 8.. 6 14 12 10 9 e B 8. a 14 12' 10 B 8,,, 7 14. 12. .10 9 8 7,5.5 - B e e B 8 '7 5:54 ' 14- 12 10 (7 8- 8. 4.5 - 14 12 :10 9' 8 8 6 4 14 12 10 B 8 8 B 6 14 12 70 9 e 8 - 14 �12 10 9 -6 8 6 8 B' 8 B 8 8 �E.6 9 # SE 14 12 10 9 8 8 6 4 14 121.10 9- 8 --8 'B -8- 14 12 10 "B e e -6 6 14- 12 10 B 8 8 -.'14�12 10 9- 8 B 6 e 6 B 8 8 8 75.5-' 5'-D /4 12 10 B 8 5 4.5 14 12 '101.9 e. e 6 -35 14 12 10 .9 8'. 8. B ,6 14 12 10 B 7.S - '14. 12 10 9 75 3.5 B 8 8 "'8 75 5.5 4 3 E ANCHOR: SPECIFICATION 14 12 10 9 e..55-� -� 14 1210 9 B g 4S 14 12 i0 9 B e B 5 14 12 10 B 8 3 14 12 10"8" 8 7 "e 8 08B j, -5 4 ON SHEET 13 14 12 10 9 8 8 :4 - 14' 12 10 9 8 B -e J.9 14 12 f0 v9 '8" 8' 6 -.6 14 12110 9 .8 - 14 12 f0 9 6 7.5= - g 8 80..8. 7S 55 1 14 -12 10 B A Sb 3 - .14 12.'AD 9 B e 4b - 14 12.10 9 B 8 6. 8 14 12 8b.7.3 :.4.. 14 12 9.5 7.5 8.9 3.6 - - B 8""8 75 6.5 4.5'3.5 - 'g•_p• .._ _._.__.. .__._._.. ...... _.............. 14' 12 10. B. 8 J - 14' 1210 9 8 _8.,.._ - 14 12 10 B 5 8 5.5 Jb 1'{ 12 f0--9 4.6 14 12 10 9�7.5 4 - B'-B ...0,."'8 73 7.3 4 3 14 12 10 'B' '8'-"5 - - 14 12 .10 9 8 8 4 - 14 12' 10 9 8 e- 6 5.5 14 12 10 '8 .S it 12 10 9- 8 4.5 8 8 8 8 B 6 4.5 - 14 12 10 B 8 4 '.-. 14' 12"'10 H 8-8.5 3 - 14 12 10 ;9. 8 8 6 - 14 12 .B 1.5 - - 14 12 8 6.5'SS - - - B e e 'e.5 5.S 4 3" ='p_p• _ ._..._._..._ _.. - _-.- _ _ _ ..__... _ 14 12 10 9 4S - - - 14 12 10 B 8 4 - - 14 12 10 9 6 "7 4 - 14 12 10 5.5 - 14 '12 10 �e B.5 - - -e..-8 0 B fi.5 S 3-5 14 12 -f0' B' 7S 3.75 - 14' 12 10 B 8 6 -=" 14' 12 '10 �_ 8 8- 6 14'-'12 10 8 -- - - 14, 12, 10 &5 7 - - e B...B B. 7 5 4 - 1{' 14 12 10 9 8 4.5 - 14 12 10 9 8 8 -, I4...11 7 - - - - - 14 11 7 3.5 3b - "e 8' "7 -5.5 4.513 I4. 12 f0 5.5 3 - - 14 12 10 B e - - - 14 12 10 9 B 55 - - 14' 12'BS 3 - - - - 14 12 B.fi 7 4 =' .'6 8� B 7 5.5 4 J. .._._ ._ _ 14' 12 :10 "B 'S' - 14 12 10 9- B 4- .14 12 10 ;9 B 9 -.-14 12. 9S -.!-. 14 12 95 7.5 4S - - .8.,..8--0 7.5 a 4.5:- - ♦SEE LIMRATIONS OF USE FOR 14 .12 10 8545 - '" - 14. 12 10. B .7SI 14 12 10 9. B - 1].95 4 --.17 9.3 8.3 5 - - - - 'B a 8b 3 -4 J - - 14 12 B5 4 - I- 14 12 1D B 4S - 14 12 10 9 7-5 14 11.5 45 14'115 75 8 - 0 8 7.5 8 3 4. - - - BLADE 1A ON SHEET 19 11 12 10 a '4 -}-' 'It 12 10 9 '7' - - 14 12 101 B 6 - 14 12 5 - ,-... - - - 14 12 8 6.5 m�_( B'..8 8 8.S 5.9 4 ' 14 12_9.5 5 35 - - - 14. 12 10 9 5.5 - - - 14 12 10 i B. B - - - 1.5 8.5_ - - - - - 11.5 B3 5.5 - '- - 8 B 5.5 4.5 3.5 - - - 14 12 SS J - - - - 14 12 12 8 J - 14 12 10 0 6 - - 14 105 3 - - 14 10.6_7_(]5 - _ t3 B .7 55 4.8 J5 - 14 12 14 12 10 9 5 - 1.14 12 10 B 11 7.5�} - - 8 B 7b 8 -6 11'-0• 14.12 7 - _-.^_ 14 12 f0 - - .. 14 12 10 - - - - 0.5'B -i- - - _-_105 a 'S_�- - - - - 8 6 5 4 15 - 14 12 4 - - - ,- .-_ 14 12 f0 - _ 14 12.10 - - 2.5 4.5 - - - - - 12S 95 '8 - - 8 B8 f 8 1 4 - _m........ ..,,....._... ..,......._...... _...... _ 3 12 6.S - - - - 14 12"I fO� - - - 14 12' 10 - - - -,..-.. J.S 1D�. - --- 14 -. - - 14 10 .7.1 .-.. - - 8 B 7 S.S 4.5 - -- 14.12 5.5 - - -. 14 12 10 - - 14 12 10 - - - - - 95 7 -'- - '- B5 '7 3:5" - - - - 8 7 45 3_5 J - 14 12 3 - T 14 12 -B - - '14--12. 10 - - iS B5 - - - _ -'. 15 e.S ,4. '- - - e. a 79.5 4S 4. - '14' 12 5 - - "- 14 12 10 - 14 12. 10 - - - - 2,6'93 - - - - - J3 9.5 4.5 - - - B �8 6 5 4 = 14 12 14 12 - ._.,- 14 12 - 9 45 9 85 '- - - - -8 85 4S J5 3 13�-0•14 10 14' 12 - } - 14 12 105 55 103 B e S 4 35 - ,... _ _ _ _ _ _ _ _ _ _.... 14 12 - - - - - - 14 12 14 12 - 1.5 6 1.5 B.5}- e B 5.S 4.5 14 12 Z_ - 14 14 12 _- _ _ _ _ _ B J _ _ 6 8 _ _ _ _ _ - 8 -8' - 14'-0•'14 7 _ •1/ 12 ,__. .._...._ 14 12 - _ 'Itl4� 10 75 _ B7.5_..5..._4..._...._ - - 14 11.9 - 14 12 - - - 14 12 OS 4 _ -0.5}B - _ 0 8 5' 4 - - 14 - I 14 - - 14 75� ff7.r , _ 7S SS 3S 3 HV BLADE ORS HV BLADE 14 - '- 14 - - _ 14 - 10 - - - - - - B-7.5 5 _45 3 - - - 14 - - - .W,1 HV WINDOW BLADE 16-0 14. - - - 14 - 14 _ '7 - - - _ _ 7 5.3 35 - -,=� - = 14 ..__ .._.. 14 .,, - _ _ ' 8.5 4 3,5 WORKING IN UNISON 14 - - - - 14 I - - - - - - 74 - - - - - 9.5 - - - - _ "B 7 45 _ .. FLORIDA BUILDING CODE (High Velocity Hurricane Zone �(RLI}( �/AA7 ®2020 TILT ECO, INC. 02020 EASTERN METAL SUPPLY, INC. 'kilt ` .,ltI ..,T BERTHA HVTM EN,F �9��'' Accordion Shutter System CC A■ .S.A. L G C.O 1 N C. H.V. BLADE#1 W/OR W/0 KV.WINDOW BLADE e N0.44 67 = American Shutter Systems AMN. DESCRIPTION DATE DRAWN BY: M.P *; * _ T TESTING & ENGINEERING COMPANY ASSOCIatIC� Inc. DATE- 7/8 202 TI W 6355 N.W.36th.SL.$4.JOS.Y7RGW!A GNMENS.FLORIDA 3314 / STATE F Phan.:(305 871-1530.Fax 4265 West Roads Drive OLD n-1zz /B/2Dw a 9 R e- (3as)an-u31 s DRAWING No mail:t'Iteco®aGI.com West Palm Beach, FT_33407 Cn%oo'•., CORI cA-0008719 Phone: (800)432-2204 . Fax: (561)209-8380 20-1 6a F st - WALTER A TIWT Jr.P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.Q 44167 6. 1 SHEET Z OF 20 MAXIMUM ANCHOR* SPACING On.) SCH DUE FOR A G N MAX, SH Il TER SPAN, A.G.D. *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATNE LOAD AND A CORRESPONDING MOLINDNG TYPE FOR CONCREIi:I119ALttA1>ONS (SEE MOUNTINGS E,0,&NON SHEETS 6.&7) 1.ANCHORS TO SUBSTRATE SMALL BE A9 FML.OWS: (A) TO EXISTING POURED CONCRETE:(Min.Vc-3 kW) 'I MAximm @WALL SILL MOUNTING �©CEILING MOUNTING OFLOOR MOUNTING - 1/4.0 TAPCON WITH ADVANCED THRE&OFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX.(Min.V.-3 IWO RlMCHORS SPACING LEGEND _ 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED ElY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f•c=3 kai) (tv AS-0_DESIGN REGATWE'LO_(0a1- AS.D- 1 _Pet _AS.D. VANCED 1/4'0 BLUE TAP CONCRETE ANCHORS W CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.1`c-2 kai) _ 40 60 75 90 120 160r,30 ;40 75 t90 120 160 205 -- 40 60.,75 �90 IZO 16012D5 7 RREADDFOPCO RM TECHNOLOGY - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY DENWLT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 10 9 8 .e 6 55 .14 '12' 0 "'B"'8 s 9 14 12 0 0 e s't 6 - OTHER APPROvED LICENSED OR AUTHORIZED VENDOR REGISTERED WfIH THE AMERI(A74 SHUTTER SYSTEMS ASSOCIATON,INC. (IAin.fc=3 k•.i) 3-0' -_..- _ _ _N.4 14 12 10 8 e e 8?8 ALL POINTS SOLID-SET NOTES: OR LE 14 12 t0 9 B B e B10 9 B 8 6 6 '14 12 10 9 e '8' 6 5 BLUE TAP W/CAP Ai)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS _. 14` 12 10' 9•: a B- 6 7 f0 9' e B 6 '6 14 T2`to- -B a' e B B - 'TAPPER+ 1 3/4',ANO FOR BWE TAP W/CAP ANCHORS IS 1 1/2". - 14 12 10 9: 8 7 5.5 J5110 .9 d B_I 6. 8. 14 12 10 9 B B 6 S - - -y - - f4 12 10 8 e 8 6 55 4'a x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT q'_p'._4 ...-...._._ _ _ _ _ _ _ _ S.S. ACHINE A2)MINIMUM EMBEDMENT OF 1/ "� ""�"���""""�""""'_""'"" INTO STUCCO SHALL BE PERMITTED. 1/4'0-20SCREW USED SMALL BE 1 1 2 LONG MINIMUM SHOULD STUCCO EXIST,AND 14- 12 10 9 '8' 8 6 -'4 10 9 8 8 B 4.5 14 12 10 9 6 8 .-6- 3.5 1'MINIMUM FOR WALLS WITH NO STUCCO. / 14 12 109 8 8 6 45 10 B 8 .B B 55 1412 t0 98 B 8 4.514 12 10 9 75 55 15 - l0 -9' 8- B' 8 5 14 '12 10 9 8 7 5.5 -4'_.. _ ..___ -.. •B DY A N9 O R A 0x SHEET 19 A3 IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR14 12 10 9 8 e 8 4.3 ). - -- - -- ANCHORSSHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 9. e 7 4 - 10 9 8 a5 5 35 14 '12 10 a 85 5 35 3NOTES ai)&A2)ABOVE.FOR IN5ThUhTIONS ON VNYL SIDING OR EIF5 WIRi OR WITHOUT METAL SNOS CONSULT THIS ENGINEER.FOR _ _1a 12 10 8 8 75 4�5� 10'•9 e'_I e '6 4:5 14 12 10 9 e 6 4.5 ,73 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 29A. '- 14 12 9.5 75 8.5'4,5 - 14. 12 10 9 B'17.5-5.5 4 14 12 10 9 8 8 45 !.5 ..1 6•_0 _c_ .. - _:.-._......._......-.....-......-... ^.... 9 9 85 S (8) TO EXISTING CONCRETE BLOCK:(AS•IM C-90) J,5 14T 12 '10 B":7.5 SS 3 - 14 12 t0 8.5"7 'SS 4 S 14 12 8 6.515.5 4 �! - - 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 10 a 6, 6 - - 14 12 10 9 e 8.6. S 3.7 la 12 .t0 9.5 8 5 4 - - 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 1.___....6......_.... _ ......,,._......_..._ 7•-0 .- - - - - - - - - - - 14 12 10 9 75 33 4 3 - 1/4-0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS-SCREW.BOLT&SPECIALTY COMPANY OR ANY _.... _......_._............__.__ - -___. 14 12 10 8 6.5 _4_; - - .1/ ,12 ,9 7S B .45 ]S. - 14 10.5 7 5.5 45 3.5 - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 1'L 10 8.3 7 4 - 14' 12 110 7.5 5.5 4 14 12 9 T 5 4.5 - "' 14' 1/ 7 5.5 4.3 - - - 14 12,.1 9 .5 55 4 14 12 9 7 S, 4.5 3 NOTES: - t4 12 10 65 5 -35 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP 4Y/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON WITH - _ _ _ ___ ..-....�w. 8-0 14'. 12 85 7 i5$ S - - 14 12"'9 ! 4 '3 i2.5'OS B ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14' 12 9.3 75 8 14; 12 6.5 8 6.5 5 14 12 - 13 9.5-s5 5. 3.5 - - 14 12. f0 8 BS 5 - - 14 12 a -1 S 4- B.2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK,NO ............ _..�.�........__, ...._:..._.....__............__.._.. ........ _ _ 20 S S MACHINE SCREW USED SHALL BE LONG MINIMUM SHOULD STUCCO -"' - '�"-' 14 12 BS 75.5 4 - E PERMITTED. 1/4'0- S.S. 1 1/2' O _ _ _ ._ _ _�._ _ _ _ _ _ EMBEDMENT INTO STUCCO SHALL B ........_....._ ,�._. .... EAST.AND 1•MINIMUM FOR WALLS WITH NO STUCCO. 11 11.5 7.9 8 4 - - 14 11 7 15.5 5 15 11. 8 55 4.5 55 - 14 12 B. 6.5 4.5 - - - 14 12 85 7 S.5 4 - - 14 10.5 7 5.5 8: 4.5 t- "'-" 1 L5 8.5'S.5 4 - - - - 14 12 9 7 e 4.5 - -' 14 11 7 5.5 45 3.5 B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-0' -<--- - - =-.-.-:.-- --. = .._ ....�..�,,. to 72 8 8 5 - - NOTES 8,1)8.2)ABOVE.FOR INSTALLATIONS ON VINYL SDIINGUOR EIFS WITH OR 7 WITHOUT METAL STUDS�CONSULT THIS ENGINEER. - 4 _ ANCHORS SHALL BE LONG 14 LO.S-7 b 3.5 - - - 17 95 6.5 5 4 3' - - t0'7.5 5- -4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 2O. 14 11 7.5 S.5"'- -" -- - 14 ii.5'9 6 .b. 4 -"- 2.5 9.5 8 5..,4. 4 - - - 10.5 e 5 - - -_ .c ,14, 12'...e 6-5 5.5 4 - - 13 t0 6.5 5 4 3 - (C) ANCHORS SMALL 8E INSTALlm FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. _..._ .u,..._......._. _ _ _ _ - _ - - 14 10.5 7 5.5 45.35 - .- 12.5 9.5 5 - - = - - 12 9 6 45 4_ S - - B 7 4.5�J.6 3 .. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.OJ VERSUS SPACING RELATIONSHIP FOR ANCHORS. .. ..._....._ _ _...__... .__ ._..._.__.._ _-.. ._.__ 14 10 7 - - 14 10.5 7 5.5 4.5 - 1.5 8.5 5.5 4.5 3.75 - - 9.5 7 4.5 - - 14 1 t.5 7.5 6 5 12 9 6 4.5 4 _ - - - - - - - - 13 l0 ss 5 .a - - -_ EOSE DISTANCE 4ERSUSPACINC SCHEDULE FOR ANCHORS: f 1.5 6.5 4.5 )"- _ i t B 5.5 4 3.5- - B 6 4 3 - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE - - .�....__._....__.___....-. 13.5 9.5 8.'-.1 _ - 13 9.5 6.51 5 4 -- - 05 8' S 4 -' - - SPACING SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE MINIMUM SPACING FACTORS. 9 6.5 - --' - - - 14'10 5 7 55 4 5 - 11 B.5 bS 4.5 3 5 - - REDUCED LF55 THAN 13 D - - - - _ tz 9 6..:4.9 -4 = - - BE - f--- 10 75 'S 4 3 7.9 55 4 ! - tea- W/ THRfADFORM - T - 0�7 - )-, 12 9 6 45 4 = 9.4 7- 5 4 - - - ,'. H DE OR ICE ALL POINT SOLID SET BLUE TAP W/CAP MIN - 13 95-6S S - - - 0.5 7.5 5 4 ._. .. -I -- E.D. 8 3-MIEN.ACING 4' MIN.SPACING 3 1/2' MIN.SPACING=3' 3 3/4'�S ACING 4 14 0 -i 11 9.5 5.5 4.5 T- - ' B P CONCRETE BLOCK CONCRETE CRk K& _ - 9 7 4.S 35 - 7 5 3.5 3 _ DICT E SPA CORI]7tlE BOCK PG1Ro1 GMI7+kTEPCANfid;TE BOO( _ M1C - -- - 1 HV WINDOW MN ELz.3 1 MN En.3 1 MR EA.S� LUL Ea•S 1/2 MN.ED.-2 1/7 _ ,....... _.._ .... MN ED.•21 - - - - - I1 d d5 45 - 9' B5' 4.5 - - - - �� .... "' - 9.5 0 90 1 0_ D 84 1 0 ___ - = ID" 6 6_ _.._`_ BLADE WORKING ='� ='_ 85 GS 4` _ ._.._..- 65 5 S _ .___ 2 1�2 .-......_.0.81� ;. .0 ....... _ 067 .... ..0 os e s �- IN UNISQN _ - 8.584 - _ _ _ - 2' O_71 .. 0.51 WE 8.5 4.5i--- - - - 1 3/4" - O.43..._ . ...._16-0 _ ._ _ _ _ 1 1/2'; _ _ _ _ 0.35_ .._.. _: 6 _6.. 4' - FLORIDA BUILDING CODE (High Velocity Hurricane Zone - II�III 02020 TILTECO, INC. 602020 EASTERN METAL SUPPLY,INC. P << 13ERTHA HNTM ,..... / EAl F'' '; pp Accordion Shutter System No.4A I L .tic. A. �/�lm Kv.. BADE#1 W/OR W/D ItV.WIKDOW MADE z*: .A. •*_ ---'^� TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE'DRAWN BY: u.P 6355 N.W.JBN.S6,8ta 30.5.VIRGUIN OPROENS,RO916A 331 Association. Inc. I OLD 17-122 ;/6/2020 DATE: 7/6/2020 i o'• STATE OF Ph...:(3D5)871-1530.Fax:(35)871-1531 4268 West Roads Drive 2 .. 2p a-maR;U¢ecoOaaLcon, West Palm Beach, FL 33407 3 DRAWINGGNO ��iL�;•, OA':. Q� Cn-0006719 Phone: (800)432-2204 Fax: (561)209-8380 -4 20-�69 ,...., WALTER a TILLIT Jr.P.E. sS/ONP "R��SEAL/SIGNATURE/DATE FLORIDA U. 44167 S SHEET ////n uM�` 6 13 OF 20 MAXIMI.16g ANGHOR� SPACING (In-'SCHFO FORA fV' MAX--SHmx•R SPAN, A 5 D - - - - DESIGN NEGATIVE-LOAD E A CORRESPONDIN MO NT1N• TYPE FOR CONCRErE INSTALLATIONS ATIONS (SEE MOUNnW;S I,J.N&L ON SHEET 7) -PO 'CONCRETE .. .. . 1 wax OYER& I TRF_Nf21 - - ANCHORS SPADING LGEND L4XIAUN W G JQRAINGUAiD MOUNTING 0WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING - SPAN .... ....._...� ,...,,......_..__..�.,.,..... ..... .............._.._......_...__,-_ ...I...........( . AS.D.DESIGN NEGATIVE LOAD(pef) A.. NE LARD AS.O.DESIGN NEGATIVE LOAD TAPCON WITH ADVANCED , (n) _, (w0 __ (pa0 as D.DESDN NEGATIVE LOAD THREADFORM TECHNOLOGY SD 40 601751901120 1 fi0 205 30 40 80 75. 90 120 160 ZOS JD 4080 75 90 120 160 20.5 30 40 BD 75 BO 120 160 205 ... --- '14' i2 10 8 8 8 6 12 12 12'-1z 12 ,IP ALL POINTS SOLID-SET 3,-0• 14 12' 10 9 .8 8 B--B 12 12 12 _12 12 12 BS 7 .7. 7. .7 7: 7 7 7 7 5 S: 6 5 5 5. 6' 5'._�_- .__...�. BLUE TAP i R 14,. 12 10. B B e. 6 '8 12 12...12. 12 0.5,8 8...,4.B 7_.. 7 7 7' 77 -785 B 5 S 3- 5 6 5 - 14 12 10 -9 8`'8 "B' B" 12 12' 12 12 '12 10 75' B 7-" 7 7 7' 7 7 ,7 7 5" 5. 5 5 6' S ,,,5_ 5 TAPPER+ . 14, 12 101'B' 12 12 12 12 1.5&S 8.5 S 7. 7 7 7 7'' 7'S5 4 5 5' 9' S' S" -S fi 4 4,-0. 14,. 12 10 '9 8'�8 8 6 12 12. 12 12 12 0.6 7 S.S 7 7 7 7 7 7 7 7 5' 5 5 5� 5"' 5 S 5 14 12 10 9 8,. 8' 9' B" 12 12 12 BS''8_-6 4.5 S.5 7 7`7 7 7 7 6.5 5 5 5 5_ 5 S. 8 6 5 ...__._..___A..__..._� _._. ___.._ .. 14 12 10 9 8' 8''8 8 12 12 12 12..10 7.5 5.5 4 7 7 7. 7. 7 - 7 5.5 5 5 �5 5 5 5"L- 14 12 10. 9 '8. 8. 6 5 12 12 12 11- B 7 5"' 4' '7 7 7'""7 7 5.5 4 3 5 5 S 5'- 5 S 4 3_...__._ ._._ .._ ...._.._....__._..._.._ _.__..___.._-_ 5-0 14 12 10 9 e B' 6 8' 12 12 12 12 10 7.5 5.5 4 7 7" 7 7 7 5 5 5 S 5 5 5 5 14 12 10 B 8 8 8 6 12 12 BS 75 '6 45 JS 7 7 '7 7. 7 7 5 3.5 5 S S- 5 5 5"S' 4� 14 12 10 9 8 B 9 5 .12. 12 I2 0.5 B 6 45 7 7 7'7 7 7 56 ;' 6 5 '5 -5 5 B 5 4- * SEE ANCHOR 14 12 10 9 8 _�L 1 6 12 12 15 9 7.5 SS'�4- "3 7 7 .7 7 7 4,5 3,5 - 5 5 5 5 J-E�- 45 35 - SPECIFICATIONS 6,-O, 14 12 10 '9 B 8 8 8 12 12 12..10 8 B 45 3.5 7 7 'J 7 7' 7 7 7 5 5 5 !i 5 5ON SHEET 13 12 10 9 B 8. 0 8'' 12 12 8 8 5 4 J -_ 7 _7 7 7 7'3.5 4 - S S S"5 5' 414 12 10 9 B B fie 12-12 10 8 6.3S ,75 - 7 7 7 7 .7 8 4.S - 6- 6 5 5 'S 4S - 14 12 10 9 8 5 6 6 12 1Z 10 a 8.5 5 3.5F 7 7.. 7 8.5 5.5 4 -14. 12 10 9 B. 8. 6 6 12 12 12 8.5 75 4 7T7 7 7 7 14 12 10 9 8 8 5 6' 1Y 10 8.5 6 4S J j 7 j 7 85 5 3 - -5 `5 S.IS'5 5 3.5 7 la 12 ',o e B e e a'T2 Hz s 7 5s i 7 7 7 7.. 7.i =s 5 s 6' 5 17 a -' .0 VALID ONLY FOR UP TO +70, -75, I 15 4 12 10 B 8- fl. 8 - 12 1 8.5 ,7 5.6 4 3 PSF A.S.D. DESIGN PRESSURE , 122 10 s e e 6 12'1 4..5 s a:5 35 7 7 �,_ 7.. 7 7. 7 -4 s s 5. 5 5_s 5 t s,, RATING & FOR SPANS PER - 4- 12 10 BT 8 9`'tl ` 12 9 -'6 45 4- a" _ 7 7 i� ] fi5 4 5 5 55 3 4 3 - SCHEDULE 4, SHEET 11 4 12 10 .9 -e B 5 12 11 75 6 5 --- =- - "-` _.75- 7 7 7 7,5- 6 4.5 5 J S 5 5 45- - 14 12 10 B -8'"B'_- 12 1.5 7.5 6 'b 3.5 - "7 7 6,5 5 4 - -, 5 5. - ,_.,...__..�...__....__,..:...._ A.._._......::.:................._ 14 12 10 B' 8 8, - 12 12 BS 65 SS 4 3," -7 7 7'.7 ] 7 8 3' 5 5 S S" 5„.,5-5"5 14 12 10 B B .B.--. SDS.B 5 4 35 - - 5"3.6' `B 5' S_...___jj_......... ._ 14 12�10 9 B 6 - 12 .10 6.5(5 7 77t:.5 3.5 --'S 65" 55 4� - - 14 12 10 9 8 8 - 72 10.5.7 S,S 4.S 3.5 - - 7 7 5.5'4,5 Y5' - - S 5 5 4S 3.5 _ "" ' 14 12. 10 B e a - 12 11 &5 6 5 35 7 7 7 7 7 7 4,5 Z. 5 6 5'-5 5 S lild 4b 14 i2 i10 9 8�8 - 93 7 4.5 J.5 3 j 7_ 7'5.5 4,5 - - - 5 S Y*, 5 4S J.S - 14 12- 10 B- 8' 8 12 B 8 5 4 -' " 7 7 7 6 5..- 5 - 14 e 8 1Z B.5 6 5 4 3 - - 2-1-..$.,_..4,v - - - 11'-0 14 12 10 9_ 8 B 12'10 7 SS 45 55 -- -' -77 7 7 7 -7 35 - 5 5 .5 "5 5 5 5 4 - 14 12 f0 9 8 8 BS:85 -4 JS 3 i 7 7 e- 5 4 5 1 5 5 5' 4 J - 14 IS 10 .9 8 8 - 11815.5 4 _ - 7 7 7 54.5 - . 5' S 5 5 4.5 - HV BLADE ONLY 14 12 10 9 - iS 85 S5 4.5 SS _ -7'- 7 4,5 33 - S 5. 45 3S 3 - .7- _, ._ 12'-0 14 -:12' 10- 8 8 ,, _ f2 4)5 Q5 3 4 3 - 7 7 7 7 7 6 3 _ 5 5' 6 ,6 6 S 45 3.5............ _.__._ _............ ........ _ 74.. 12 10 9 ,.e - --. - 6 8 ,4 3 - - - - 7 7 5- Al,15 - S-"5 14 12 10 9' 5 - - 10 75 7' 7 6 -5 'S 5 5 5 4 14 12 1D B 8 - - ,05 8 S .4 IJ.S - 7 B5.4;5 3.S - 5 5 4,5 3,5 3'..... .__..__ ._ .r.. ,.._�,.,_ _. _.. la 9 e. -... - v,1.S 8.6 6 4.5 3S 3 - 7 7 7 7- '7 1.5 - - 3 54:35.5 ....,,. ........._,___-,._.- 14 12f 7 5.5 35 3 7 7 5 4 3 - S 5' B 4 3___._. ._ - _ - _...� - - - 9 ._.. - -'- 14 '12 10 H 8 - -' =' 9' 7 4.5 .75 - 7'..7 55 4.5 .. - -..i 5- 5. 5 4.5 4 - 14 12 10 B 10 7.5 5 4 S v 6 "4"' 3 S 4 J 14-0"14 t210 B - OS B'SS 7 '7 7 7 4 - - 5' 5 t5 5 55 i._ 3 BB5 _5l.3 - 5.14 12 10 9 - 8.5.B,S 4 _ _ _ _ .. ....5 4 _ _ _ "5 3. 5 .4 - M - - - 9' 7 4.5 3S - _._.._......................�.: .._........_..._ - - - - 10 7.5 5 4 J7..7..: 7 16 - - 5 5 5 5 S 5 45 5.4.5 13- - - - - - - 7 7 5- 8.5'6-5 4 3..5 1:- - - - 7 5:5 3.5 - - - - 5 - 3.51 7 7 7 6 '3 - -5 65 4S- - 6 4.6' 3"-' - - - 7 BS 4 - - 1'- S 5 4 J5 - -- _.„_._.,-..7.5 5S .7 - - 7 7 4S -6 5 4.5 = `...v...i-.,._ FLORIDA BUILDING CODE (High Veloci Hurricane Zone) . t11Lt1 11u,��� INC.,(02020 TILTECO rr 02020 EASTERN METAL SUPPLY, INC ,.. �e� �EN,F ��°'�� 'BERTHA HV M �� � ��� Accordion Shutter System :T:m: EG'O �a�. Y No.441 '� - Kv MAN#1 W/OR W/O KV.WNDOW BS4DE American Shutter Systems REY.Na I DESCRIPTION DATE DRAM BY: N,P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. ,,„�_� 655s N.W.Jalh.St.Ste.305.Y1P,MA GENDERS,FLOWM 331 1.,., atn 17-tzz r/s/2D DATE 7/6/zo2D ,p STAT �F �/, L�r'� Ph- (305)871-1530,Fov:(305)871-1531 4268 West Roads Drive 2 _ --- DRAWING No P �.,. a-mob:GllecoOooLcom West Pafm Beach, FL 33407 J ' 0 F(o. �.•' CA-000671B Phone: (600)432-2204 , Fox: (551)209-8380. 2�•-�69 WALTER A.TILIIr Jr.P.E. 4 SION �-AA.1S?SEAL/SIGNATURE/DATE FLORIOA LIc.g 44,67 9 SHEET ai it. _.__ s 14 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHED I E FORA GIVEN MAX, SHLffMR SpAN DESIGN NEGATIVE LOAD AND A CORRESPONDING MO 1h N TYP FOR CONCREM BLOCK INST I I ATiONS (SEE MOUNTINGS X.B.C.D MB)F ON SHEET 6) - ANCHORS SPACING LEGEND CONCRETE BLOCK - ..... . - . � �TAPCON WITH ADVANCED �-�1M' O WALL W�; OUNDNG p WALL SELL OUNTING @WALL SILL MOUNTING C k .WALL HEADER/SILL- WAtLL/FLOOR MOUNTING ©WALL/WALH OVER MOUNTING THREADFORM TECHNOLOGY `SPAN - MOUNTING _ (fl) �AS., NEGATIVE LOAD &S.D .D NEGATIVE LDAD f A.S.D.DESIGN NEGATIVE lDAO _ AS.D.DESIGN.NEGATIVE- -p X.S.O.DESIGN NECATTVE OAD X.S.D.DESIGN NEGATIVE p 'BLUE TAP JO 40 60 75 90 120 160 205 JOT 40 60 75 00 120 160 205,3D 40 a0.7S 90 120 ISO 2. 30 411 BO 75 BO 120 160 205 JO 40 60 75J BO 720j 160 205 30 !a ,60 75190 720 160 2 TAPPER+ 3'-0• 14 2 10 B - - 1 0 B- 'e 7S t 4 14 12 10 B 0 7,5 $.$ 45 8 B B 7.5 5.S 9_ B 7.5 53.. - 14 12. B . ..T. _.__.._ .._........__ ___. 1 1 10 fl--e 8' 8- 14 12 10 9 0' B 8 8 14 72' 10 B 0 8' B 3.5 B 0 a B B 8 7.5 B 14'12 10 9 8 B '6 ! 14 t2 10 9(0 B: 6 6 .. OR _...._..._,. ... _.._ _......_.._.__............._..._._.... ............-._.. -___..._- __._........_...._...__ ,._....... 14 12 10 -9 e 8 6 - 14 12 10 0 B 8 6. c 14 12 10 B 8 B 8 7 ....8 e 0' B B' e 8 1 14 12 10 B" 8'"0 8' 14 12 10 _9 8 0 14,'12 10 9 7.5 55 - - 14 12 10 9 7,$ 5.5 14 12 10 9 7.5 $.5 4 - 'B -6 8 0 73 6.5 4 - it .12 10 9 7.5 53. - 14 12 10 9 78 8 4' '4'-0• ib 12 f0 8 B V. - -� 14 12i10' B- B 7.5; p 74 12. 10 0 0 75 Sa - B 6 e B e 7.5 5.5 4,5 14 12 "i0- B 5 7.5 14" 12 10 9 e 7.5 8__._- ._...... 14 12 10 9 8 8 14 12 f0 9 .a 0 6'. 14 12 10 9 8 8 8 4S 8 8 8 B "9 '8 '7 5.5 14 12 10 9 8 8 14 12 10 9 0 .e 6-= * SEE ANCHOR _ 14 12 9 7.5 0 14 12 B 75 6- 4.5 - 14 12 8. 7S .6 45 8 0 B 75-a 4.5 _ 14 12' 8 -7.5 6 45 5'-0•14 12 10 '9 0 14 12' 10. B 9 fi 14 12 70 9 0 �6� 4 e 8 8 8 -8 B K5 3.5 14 12 10" 9 8 6 is 12; 10 -9 'a 6 - - ON SHEET 13 14 '12' 10 9- 8' - - - 14 12 1D 9 B 7.5 14 12 10, 9 e 75 45 - 8 8 a' 8 '8 7,5 55 4 14 12 10 9 _e - 14, 12 10 B 0 7.5 - 14 11.5 7.5 6 - - - - 14 11.5 75 a 9 -' - - _.. _____ _ - 14 11.5 7.S B 5 - - - B a 7.5 6 5 - 74.11.5 7.5 6 4 1-_ - - 14 115 7.5 B 5 6'-Q• _ _ ..........._.._ _.......�.-.....__.._._ - - 14' 12 10 0 '4 "-" 14 12 10 B" 7 4 .. __w __ _ ...._. -4 _ ......_..._..__ -,-_....._ - - 14 12 1D 0 7 S_=.- a 8 8 8 7 -S J.S - 1� 12 10 a 4.S i- - - 14 12' 10 8 7 4" - 1t f2 10 9 S - 14 42 10 9 8 4S -- .. ...__..._ ___- _...._.. 1{ 12 10 9 B 6 - - '8 'B 8 B e B 4S -"14�t 12- 10 9 'b - - - 14 12 10 9 e 43- J.5 10 !.5 10 6.5-'6' 45 - ........._..._ _......_......_._ ., - I15,10„8;5 5_4�_5_;..._«.__..-8 B 6.5 5 4.5 - - - 13,1[. 10 6.5 5 3,3 10 6.5 - 7'_Q" 14 72 9 S_ -' _ _ _ 14 12 -9 7 6 _ .._..... _ .- _ '--..__:_.._,_.,__:..___...___._ 14 12 ..1 U'...6 T ___.- - _ _ 14 12 B 7 6 33.6 M. 8...8 8 7 6 4.r•••••••.....•- _12 B "7 _ _ 14 12 B 7...�6 14 12 10 8.5 7 4 - - 8 8 8 B 7 5 �4" - 1412 10 6 - - - 14 12 12 8.3 7 77 - 11.5 8.3 S - - 11-5 8.5 SS 4.5 ). _ _ 11.5 8.5 5.5 4.a - - 0, 8 5.5 4.5 - 15 8.5 6.5 _ - - 1.0 0.5 65 4.5 - - 8'-Q' 14 11.5 7S' - i 14 11. 7_5 6 4_ 14.11S 7S e_ 5 a _B 7S 6 ]5 - 14 11.5 7.5 6 - _ - 14'11S 14 12 9S - - - 14 12 9.5 7.5 4.5 - - - 14 12 . 7. 6- - - 8. 8' B 7S 6 45 - 14 12 9.51- - -i- - 14 12 9.5 7.5 45 - '-10.5,7.5 - 0.5'7.5 5 4 - - aS 7.5 3 4, - '8 75 5 4 - - 0.5 7.5 5 - - - - 0.5 7.5"'S '4 g'-Q 14 1OR 05.4 - - 14 10.5 7 5.5 - - .._. 1{ tOSL SS_ - - e '8 7 SS 4.S 3.5 - 14110.5 7 - - - - 14 10.5 7 5.5 - •BLADE(0 ONSEE N SHEET S OF U79 SE F ,_.._.- .... .- - - 14 12 5 - - - 14 12 a 8S ... .1, ..._.__._ ._.�. 6 4.5 - - - B" B '8 B.5 5.5 '4 - - 14 12. 5 i- - - 14 12 B BS - - - 9 7 _ .B 7 4.5 _ 9 ,7 0.___ _ _ 8 7 4.S - - - - B 7 _ _ _ _ _ 9- '7...4.5.. B 0 .._6._..5 4. __.. ........_._ - 10'-0• 25 B 12.5 9 8 B 4.5...-..__ - - 25 9.3 3 - - 2.5 11.5 a 3.5 - - 14 11 - - - - 14 11 7.S - - - - - , 1- - - - a' B 7.5 B _S - - - 14, 11 - 14 11 75 -&5.8 _.,... 85. 6. ..4 _ - .. - ...8,5 6 �._ _ _ a 8 4 - - - a.S 6.44 - ""- 11'-0• 71 -8. - - 11S 85 5.5 - - 55I1S 8.b - ..._. _ - - 14 -10 7" _ - "1 - -6 a '7 5.5 4.5 -.1 3.510 - - - 14 .10 7 - - ._ 75 55. - - - 75 5.5'_ - - �.. _.�......._- 5 5 - - - 7.5!55 - - - 75 5.5 _ 75 SS -_ __- 12' O f0b 75 _ - - 10.5 7.5 4 _ -. 1D.5. 75, 3"4 3.5 05 75 7 OS 7S 5 125 9.5 - _ _ _ _ 35 fl.5 4.4 - .-• _�-' _ _ _ _ e S '6' 5 4 - .-.12.519.5{-.- _.. 3.5'85 4S - - - .. .' 7 5 - - - 7 4.5 - - 7.5 7 _ _ _ 7 5 _ _ _ 53 7 - - - ---- _ _ _ _ .__ - 105 8 _ _ _ ....... _ 0 7 4S S.3 - B,5 5 _ _ 8,5 7 ._._....... ...._... ,......._.. ._._.__.. _._ .,,.___._ ...._.r - I.5'Ba3 _ _ _ _ _ _ e B SS 45 - - - 11.5 6 ... .-._- 1.5 fly - ... ES- 5 - 7 55 _ 88 BB BB i_ __ 8 85 _ _ 0.5 { .... 05 8 .. _ .. e 8 SS 4 - IQS 4 OS B 6 15'-0" ..6 6 7 -- 8.... B' 6 4 §=- QS ._ 10 -.....- 8 7.SI 5 1 4 -_ - - - - - { tBO _ _ 1 HV BLADE OR C� HV BLADE 1 - 8. _T3 - - 7.5 .... - 75'S.5 15 - - _ - _ 75"' - -_ W/ 1q' HV WINDOW BLADE N _ _ WORKING IN UNISON a 7 4.5 _ _ _ ...... - +�C/T''�. T TE .. ._. FLORIDA BUILDING CODE (High VelocityHurricane Zone N l 02020 L CO INC. 02020 EASTERN METAL SUPPLY, INC. Et,sF''•... '', B,El. Fi'TH� HhiTM zl 1 �co. ��� A.S.S.A. Accordion Shutter System No.44 V 67�_, -_----r-= American Shutter Systems acv.xKV• ADE#r1 W1 OR DATE DRAWN wi��MADE yr: TILLIT TESTING k ENGINEERING COMPANY Association, Inc. My • /�^�j,{� 6113 N.W.3BU.St.,Ste.305,VIRCWIA GARDENS,FLORIDA 3316 4268 Weet Roads Drive DATE: 7/6/203 OLD DESCRIPTION /8/202 D o'• STATEOF Ph-:(J03)871-1530.Fox:(3D5)871-1531 2 retail:lillecobad.com West Palm Beach, FL 33407 3 DRAWING No ' [ ''•••..FCOR�P' j CA-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 `LQ- 69 • V \ WALTER A.TIUJT Jr,P.E. { ON P`fE A8EAL/SIGNATURE/DATE FLORIDA U..j 44167 5. SHEET -. . 6 14A OF 20 t � MAXIMUM DESIGN PRESSURE RATING (p,,B fJ AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN NEGATIVE A S D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16&17). U EB a�E3TFZATE -.__ __. .. -. ... N IN 0: . .'.....SPRUCE PINE9PRUCE PINE ... SOUTHERN PINE No. 2 W/ MIN. G=0.55; SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2%MIN.G-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN._G=0 50 W/ MIN. G-0.43 W/ MIN. G=0.36 PLYWOOD DO LAS R W/Fl W/ MIN. G=0.43 W MIN. G=0.36 uwuuu IN.G=0. 0 SPAN(ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R 'FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S &V S&V .�_._-._.__---^•- ..__._....---'----...- �:_...._.............._.._.............:..... . -.................... _ � _ .. .__..__-:_----'-- '......... lBD DS01 I11iA£Ra'SA R®G....A56 mm ffoZA Pi>w NVNG ASA DOMI NW6i(RSIE MBG(p!J M D301 NB.Dh mma Mec Am D38 IIIAM ffew W�IIG... km mm aw omm uz wI ASB D591 wXK pwM M0G AM=NrAM PR R BAIL w ASO"X NO➢AT RMX I= as ow w"POM MDC((J r _.:.: _ _ _ __ tt -T� 30 40160175 90 OS 30 40 60 75 90 OS 30 40 60 75 90 IDS 30 40 BO 75 I90 OS 30 40 60 75 90 05 30'40 60 75 90 S05 30 40 60I75 90 ip5 30 40 60 75j 90;105 3G 40.EO 75.90 OS 30 40 60 75 90 OS S'-0'OR 12 10 10 9 8 8 6 6 6 6 6 B 12 1D 10 9 8 B 6 8 8 6 8 8 12 10 10 9 :8 8 6 6 6 6 6. 6 6. 5 4 4. 4 3 12 12.12 12 12 12, i2 12 12 12. 12 12 12 12 12-12 12 12 4'-0'- 12 10 10 9 8 8 fi- 6.,.6 6 6 .6� 12 .10 10 9 8 8 6 6 6 6 -6 6 12 10 10 9 8- 8 6 -66 -6 .6 6 6 5-- 4 4 4 3 12 12 12 12 12' 12, 12 12 12 12 12 12 12 12 12 12 12 12 ._._ __....._....._..._.. 6 ___ ._ -__.12 .....__ _.... :....... -_...._--____-_....._.._.. __2 -_2'__.__............_.._. 3'_p• 12 10; 10 9 8 B 0....6 6 6"6' S.5 12 10 10 9 B 8 8 6 8 8 8 5 12_10 f0 9 8 7 6 6. 6 6 B 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 12 10 10 9- 8 6.5 6 6 6 6 5.5 4.5 12 �10 10 9 8 5 8 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 i ._....... _ -...- - _ .._., .___.___.._,._ _ 7-0' 12 10� 10 9 "i 4. 6 6 6 1.5 4.5 4 12 10 10_9 5 3_ 6 6 6.5. 4. 35 12 10 10 7 JS_..-. 6 .6 6 .5 4 3.5 6 5 4 4 12 12 12 12 12 12 12 12 12.12 12 10. 12 12 12 0.58.57.5 .B-Q•�.... 12 10 10 7.5 4.5 3 6` 6 6 5 4 3.5 12 10 10 6 3.5 - 6- 6 5 '.5 3.5 3 12' 10 10 4 - 6 6 5 S 3.5 3 8 5 4 12.12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 8.5 ....A.___.._.... ........_..._-_.._- � ._.� _ -_ _ 9'-0'- 12 10 10 5_35 6 6 5.5 .5 3.5 3,12 10 1 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 0.5 4 3 #3 6 5 ].5- - 12 12 12 12 12 10. 12 12 12 1..9.5 8.5 12 12 Y 6.5 5.5 ......__........._.__._......_......... .. ._.._...._._...�._._.. 10'-O' 12 10 7.5 4 - 8 6 5 4 3 12 10 B 3 6 6 4' .5 J 3 - 12 10 3 - - - 8 6 4 .5 3�.- 6 5 - 12 12 Y2 12. 1.5 9.5 12 12 Ti' 0: B.5 7.5 12 12 L 7__- 5 12 10 5.5 - Y,y6 B... 4S- _ 12 10 4.5- - 6.15 5 3.5-.. -.12..10 - 8 15 5 -4 - - 8 5 - - 12 12 12 12. 10 85 12 12 12 9.5 8 7 12 12 8 6 5_5.5 4.5 12-0- 12:12.10 45 i 8 8 4 12 10-3.5(- - - 8 5 3:5 - 12 10 - 6 �5 35-- - 6 5 - - - 12 12 12 1.59A55 5 8 12 12 11 8.5 7 6 �L2 1.57.5 6 5 4 _ 13'-0• 12 TO 12 10 6 4.5 - - - �- 12 7.5 - - 6 j4.5 - 6 4.5 - - 12 12 12 70 12 l2 10 8 6,5 5.50.575.5 4.54 ._____. _14'-0' 12 1D - - - - 6 5.5 - - - 12 7 ".5 4 5 - - - - t 2 7 - - - - .5 4 5 _ 8 3 7 2 12 12 9.5 12 12 9.5 7.5 fi 4.5 9.5.6..' 51.4 15,-0' 12 - - - - - 6 - - 12 I 5 - - 12 - - - - - 5 - 6 - - 12 12 11 9 712r 12-8.5 7 6 49 6 4- _ _1fi'-p' 12 - - - - 6 - - - 12 - -I- - - 5 - - - - - 11. - - - - - 6 - - - 12 12 10. 8.5 6.5 4 12 12. 8 6.5 5 J8.5 5.5 3.5 - ( HV BLADE OR -)'HV BLADE W j cl HV WINDOW BLADE WORKING IN UNISON+' ♦SEE UMONS OF USE FOR BLADE AnON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOLD WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G=0.55(N.D.S) -1/4'0 TAPCON ANCHORS.AS MANUFACTURED BY LT.W.BUILOEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/6-0.50(N.D_&) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW, -SPRUCE PINE FIR SOUTH W/C-0.38(N.D.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAO SCREWS AS PER NDS 2019 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (High Velocky Hurricane Zone 02020 EASTERN `y`a\\P�;�•�NP��GP E. �1(/�'���i��*i= � E/STE R NMETAL SUPPL Y, INC.®202p TILTECO, INC. S,c -BERTHA HVTM ACOUTd# W8W0wSNB67 1 L EC Q A.&S W 1. OR / Fi WNDO IADEo.4 . *L TILLIT TESTING & ENGINEERING COMPANY ARIBf)aL7A Shutter Systems REV.N. DEScRumaN' DATE ,DRAWN-BY:. M.P STAT �F a]55 N.W.Jam.St,Ste.305,NRGINU GARDENS.FLORIDA 331 4268Ass West Road'DrivInce 1 OLD 17-122 /a/202 � DATE: 7/a/2020 %90' 'c O lGP Ph-:(305)871-1530.Fax:(305)871-1531 4268 West Roads Drive 2 DRAWING No e-Mail:tlllec.O.Wlcam West Palm Beach, FL 33407 3 C 7j•`�SS/0 '44�`h�`\� WALTEA A00O06719 P.E. Phone: (800)432-2204 Fax: (561)209-8380 4 - 20 169 Allhlllllll Ililil E SEAL/SIGNATURE/DATE FLORIDA Uc.y 44167 .5'. SHEET 6 15 OF'20 s> _INSTALLATION DETAILS ON .EXISTING WOOD BUILDINGS FOR j HV & HV+ BLADES (AS APPLICABLE MAX. SHUTTER -SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19' FOR MAX .SPAN & A.S.D. r-7/4'0 7APCON WITH ADVANCED DESIGN PRESSURE• RATING FOR INSTALLATION WITH BLADE 1)& WORKING IN UNISON THREADFORM TECHNOLOGY W/ 1 1/2'Min.PENETRATION 1/4"0 TAPCON WITH ADVANCED I -'._.._.r ._.._ t• OF TITREADEO AREA TO �'� `^�� I -� .THRFADFORM TECHNOLOGY _ t E%ISTING tY000 HEADER ( ,,.�^ W/ 1 1/2'Min.PENETRATION I ----Y I 1 j +A (SEE SCHEDULE ON SHEET 15) D:ISiINGOF �W00D HEADER. I..... IAN 3PAR4TION I iOOR on Jf s i ; I j (SEE SCHEDULE ON SHEET 15) 70 GLASS(SEE f amlu..E ON sf¢r..:_._. I 11 FOR BLADE(1�AND I 1/4'0-20x3/4"S.S.MACHINE SCREWS EXISTING I ON 9,1EL ��"'OR 1tT11�TT11 I - 17 OR 18 Ea-r / J W/ 1/4'-ZO NUTS® 12"D.C. G1A55—r9 �A I I I OR 1 S 0 WALL'= '.i. ...l�1 I •� —WALL I N:sJ tJf�tj{�`j { - lh.- I: - ("1NIsJ NISH-Fl L ' L Y , IXISTING MIN. I _j�� e; I', -WALL ( ,.I-� 4 `� OR 2'z4'WOOD H:l+-� FINISH I o \tt��tty' `• '`' l_!� x ... �f HEADER REQUIRED I "" OR®� ....... - 1� EXISTING MIN, I Q -2'z4'WOOD ! _ ADVANCED E GAG MIN.SEPA RATION I I I I HEADER REQUIRED -r`i {[{[ ! ��THREADFORM TEC NO OCY TO p.Aw{S(INgEEg��� I I MIN.SEPARATION I:I 1 1 It '�l )t W/1 1/2'Min.PENETRATION 1 SCHEDULE BLADE 11S:;..-_ I I,I EXISTING -- TO G1fS5 I PLATE RED.SILL j� ii Ili i) i OF THREADED AREA 0 W 19 GIAS (SEE SCHEDULE'"'_ is p 11, t 1 MIDWIDTH OF WOOD PLATE. N S"E 1 A'® I I �� ON SHEET 11) I �i 11 +{1. (SEE SCHEDULE ON SHEET is) it 1L4<< 1 OM HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION �HV WALL SILL INSTALLATION ........................ EXISTING =7-..:._. _ .__..,}- ...., ��... MIN.SEPARATION ...—._. '� ]-I 7 MIN.SEPARATION GLAS" MIN.SEPARATION S 1 10 GLASS I I TO GLASS Z'x4'CONT. 70 GLASS I,1 ""_�. E%SRNG I_. _"-..—(SEE SCHEDULE_-"" ' --O 1 _-"'�-(SEE SCHEDULE.....___......._,,.._. (SEE SCHEDULE EXISTING ON SHEET 11 I x WOOD PLATE GLASS OM SHEET 11) .I i GLASS-1 ) REQ'D:� ON SHEET 11) 1/4'0-2Ox3 4"S.S. 1 S.1 4"0-20x3/4"S v 9 r ! , I mo• I MACHINE SCREWS W/ v I MACHINE SCkEYS i 4U NU\5 OFC USING 1 20 NuiS NH 120C 02'D.C.- rI ~ ✓ i ..� .:.,I III / <'• �... ..� fGR18\ _... 4 ica 18 ..�OR i, / r� I I .~'. (�~\, 2"z4'CONI' l { 1 :.' j ��� WOOD PLATE r 1- L I - � .-EO—EA. - �LSItt Y � } t ( REO'D. t _. •Jl Mi ...... ` ,ti t 1/4 o TAPCON WITH ADVANCED 1 4 1 } ( 1 4 i rr THflEADFORM TECHNOLOGY { }11 �,1/4'0 TAPCON WITH ADVANCED { y 1 _-THREADFORM -1/4 TAPCON WITH ADVANCED 1 i I J W/1/2"Mir.PENETRATION OF I S i i 14 THREADFORM TECHNOLOGY NEE; o•V THREADED AREA INTO PLYWOOD. 1 ( W/1/2"Mi..PENETRATION OF 7_• W (SEE SCHEDULE ON SHEET 15) I 41 f 1`11. SEE SHEET 4 FOR TYPICAL 1 L-SILL PMET / 1 1t 2 MM�^�PFNE7AATION 1 -+, / L THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. OF THREADED AREA 4t1 j '-WALL MIUWIOTH OF WOOD PLATE. .1ltl i1 t�' �f EXISTING MIN.2"xM1 STUDS (SEE SCHEDULE ON SHEET 15) 2 COMBINED IN ATNYNWAY�TO©E I , �RF I, �,V! FINISH SEE SCHEDULE ON SHEET 15 + _ ® 16"O.C.1 RE4 D.- COM ANY INSTALLATION. ANY WAY. ( ) ``� I_ i/2"MIN.CD%PLYWOOD REDID. pLYW000 TO DE ATTACHED TO 1/2'MIN.CDX_ ,?...WALL FINISH'LEXISTING MIN.2'xb"STUDS®16'O.C.MAX.REO'D. ' PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE STUDS IN ACCORDANCE WITH PLYWOOD REQ'D.`- - 0SECTION 2322 OF THE F.B.C. ®HV'WALL SILL INSTALLA 10N � - ♦SEE M.AnGNS OF USE OF-H WITH SECTION 2322 OF THE F.B.C. U V WALL SILL-.INSTALLATION @Q WV WALL SILL INSTALLATION BtAGE 1 ON SHEET 19 FLORIDA BUILDING CODE ,i h Velocity Hurricane Zone `�Y11111 r1L ETII/A� 02020 TILTECO, INC. p@202.00 EASTERN METAL SUPPLY, INC. `����CL� ..... /TJ9, BER`i.'Fi/ ,HVTM iLr Accordion Shutter System 6 c o BNo.. ® i" ■ ■ y i 441 7 KV. #1 W/OR W/O KV.tW�N BLADE s N0. American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P TILLIT TENG & ENGINEERING COMPANY L T'• J-,--. 6355 N.W.351h JOS St,St, ,VRWN4 WDENS,FLORIDA 3316 Association, Inc. STI 1 - OLD 17-122 /e/zoz DATE. 7/6/2n2D STATE F i �a Phone (305)871-1530.Fax;(305)871-1531 4268 West Roads Drive 2' a 0:WtueoQooLeom West Palm Beach, FL 33407 DRAWING No z„ • CA-0008710 WALTER A TILLR Jr.RE Phone: (B00)432-2204 Fax: (561)209-8380 4 20-169 '�sEaL/51G"ATURE/rua> FLORIDA Uc.k 44167 5 SHEET 6 16 OF 20 INSTALLATION DETAILS ON.. EXISTING WOOD BUILDINGS FOR (J HV & HVl BLADES (AS APPLICABLE) MAX._SHUTTER.SPAN..L+ OR L— FOR JRSTALLATIQNS INTO WOOD WITH HV BLADE 01) ONLY SHALL BE LIMITED TO 105.0. . sf. A.S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAXSPAN & WALL FINISH A.S.D., PRESSURE...RATING FOR INSTALLATION WITH BLADE 1 & A"WORKING IN UNISON I`—• 1/4"0 TAPCON WITH .,• C )~ADVANCED THREADFORM EO EO - r, TECHNOLOGY W/ 1 1/2'Min. 4-x8"(Min.)EXISTING � -- EDGE(IF APPLICABLE) PENETRATION OF THREADED WOOD BEAM REQUIRED i_ AREA TO EXISTING WOOD STRUCTURAL ADEQUtCY r I HEADER. OF EXISTING WOOD BEAM 1/4'0-20xJ/4'S.S. ,+ _ - _ - �1 //r ,r• r 1 (SEE SCHEDULE ON SHEET 15) PHIWPS TRUSS HEAD TO BE CERTIFIED BY - EXISTING WOOD ' .-MACHINE SCREWS REGISTERED ENG4NEER ORE --E ._._.•. G 0 ' W/ 1/4-2 NUTS ARCHITECT PRIOR TO 1/2 •1/2 (/ F' RAFTER®24' SHUTTER INSTALLATION. O.C.REWIRED ® 12'O.C. - :/ TAPCON WTTH-:__,,, oR ADVANCED THRFIJIFORM NG _ I/ f/`�" ASS '• - E �+ I /4S'il Max TF1K ..25T TECHNOLOGY W/1 1/2 111. .f J { PENETRATION OF THREADED I i I� I I - �).T Max. AREA TO EXISTING WOOD B EO EO'.'/ #14z3/4 EQ, .-EO-1 ._,�. ,_,,.... 1'x4'x1/8'CONT.ALUM.TUBE .. . .. ..� ylI PTIONPL .1 (SEE SCHEDULE ON SHEET 15) ;. S.N.S. - I I.. .....(6063-T6 ALLOY)W/ o ,� I ., O 6'0C. I ..t (3)5/i6.0 LAG SCREWS TO © © Or 1©of © EACH RAFTER OR TRUSS. I I - -• 1 OF OF rJ I r j`• LOCATE LAG SCREWS AT E%I511NG-a EX�INO MIN 2-x4- I I ..____ 1 I 1(j I I' ( MIOWIDTH OF EXISTING WOOD CLASS ...HEADER REO'D MIN.SEPARATION i �' I .. - I ) MEMBER.(2'Min.NOMINAL WIDTH) I ..I OPEN HOLE AT EACH 1-• •-•- TO GLASS ._ .....-I i - CEPT W/2'Min.PENETRATION OF 1 (SEE SCHEDULE ON SHEET 11) I I I I L EXISTING I "- 'i 5/ifi 0 LAG SCRLZY THREADED AREA.VAUD FOR 1 .... _ .. I -; GLASS^) 1 ' INSTALLATIONS WITH 72 sf ....... ._.._.. _. '� AT CENTER OF TUBE. MAX.A.S.D.DESIGN LOAD AND UN.SkDAWdON s - I 9'-0'MAX.SPAN.THIS ro OAs($ n I UK SFPAQaKN I ry INSTALLATION IS ONLY VALID ®HV WALL HEADER INSTALLATION � e 1; '°°�c6� FOR WOOD W/MIN.SPECIFIC EXISTING -1"OVE a �I I 1�e 1&+ 1 G�5__1 11 FOR&uE(Lro I I GRAVITY OF 0.50 AS DOUGIAS ' -` (D ® I :' O+s 1ST OR ®� FlR OR SOUTHERN PINE No.2, NOTES; -..•... .. ___ I ,.,,_A O I tiM6Q1k 1.I,!" �''-' OR EQUAL - 1QOR ® 1-SEE SHEET.4 FOR TYPICAL SHUTTER ASSEMBLY, - ' L ..............:�;.._____,._� .. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. T HV-CEILING INSTALLATION OU HV CEILING INSTALLATION ry..........................._..w�..,„.,..m__..,.,.__................._......._.. ::...._... .._ _..: .,._.._. ......._ .. ................ L....ti IMARIKIN TO Gus(SEE - OR ®� I MIN.SEPARATION ( I I Y MIN.SEPARATION , -- '- - TO CLASS I I I I l ice s(�ear TO CHAss (SEE SCHEDULE ON SHEET 11) I I EXISTING I w s+�r is TfiR -{(SEE SCHEDULE EXIS[N� i _.� GLASS\ I RAEU(D�® ON SHEET 11) ( J y I I I ALTERNATE. 1 WALL- LOCATION \ I I I G 'x6"MIN.WOOD 0 FINISH/- I "`i I ., J B MIN �5 1 j I I j s I _. - I 1/4= © (�'. / IRtt L (✓I OxJ 4'HEX i' DECK REQUIRED ,{ ::. l 19 ... Max. 1.,�F I �,\ "s/a MI WASHER HEAD TEK I f (NO FINISH ALLOWED) 7 EXISTING 2'x6'MIN.WOOD....'^�s I 12'o.c f, I ® DECK REQUIRED NO SCREWS 6 f `�.,� .. 4`. N... '....... ( ....._.. - -""y—EDGE OF DECK 1 OR FINISH ALLOWED - - /'y IrEQ ) IF APPLICABLE EQ -••1/4'0-20z3/4"S.S. EDGE OF DECK .------' 2 1/4 0 TAPCON WRH PHIWPS TRUSS HEAD IF APPLICABLE -E77- ( •' 1/4 0 FH.TAPCON WTIH ADVANCED THREADFORM Min. MACHINE SCREWS ._, _ ,.... -EDGAPPLICABLE ry--- _ At) THREADFORM D TECHNOLOGY W/1 1/2'Min. W/ 1 4'-20 NUTS 2'MIN 2 MIN _ OF L- /"[ - TECHNOLOGY W/1 1/2"Min. 1 ' ._� 1; .. DECK IF ��( _'"_. 2 x4'CONT. PENETII0.LON OF THREADED O 12 O.C. PENETRATION OF THREADED F - - AREA 0 MIOWIDTH OF WOO :SILL PUTE AREA O MIDWIDTH OF WOOD 1/40 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY-----1 PLATE" RE04 y t PLATE. - W/1 1/2'Min. PENETRATION OF THREADED AREA INTO W000 DECK. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET IS) ♦SEE UM A710N5 OF USE OF 1 [l BADE lA GN SHEET 19 OX NV.-WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATION ®HIV FLOOR INSTALLATION FLORIDA BUILDING CODE NI h Velocity Hurricane Zone ®2020 TILTECO, INC.� PL ,3Q ENS BERTHA HVTMY ,� Accordion.Sh System No.441 7 � �' /T07EC C3, i c. H.V. MADE#1 W/OR W/O H.V. WINDOW MADE, ■. • * -�����~'' TILLIT TESTING & ENGINEERING COMPANY Ameri can Shifter Inc.ystems REV.No ORCRIPTION DATE DRAWN BY. MY *•' F l 6353 N.W.361h.SL,Ste.305,WRGINIA GARDENS,i IDA 3316 ssoC° on 1 -122 /6/202 DATE 7/6/2020 Z-C'•. STATE . �� Phone:(305A71-15J0.Fax:(305)871-1531 4265 West Roods Drive 2 '• FCOR� P' a-man:tilt eco0.0.com at Palm Beoch, FL 33407 3 .. ..... DRAWING No OFC�S'•'•" WALTER A.TLUT1Jc P.E. Phone: (800)432-2204 Fax: (561)209-8380 4 20-1 69 '�tp,YTs'001 L"1ttP SEAL/SIGNATURE/DATE FLORIDA Uc.f 44167 5 SHEET Ilit 6 ._ ..... 17 OF 20 S 1 END INSTALLATIONS L:HV & 1A1" HV♦ BLADES INTO 2%4" MIN WOOD STUDS 2".4'WIN q E _ WOOD STUDS it 1/4•0 TAP CON WITH % f rf ,� i 2•x1'MIN. (A9 MPUCABIE) \ /I;r ADVANCED THREPDFORM \ /I / TECHNOLOGY RW BU1mEX STUOS RE00. / M WOOD STUDS. \ / ANCHORS 0 6'O.C. 2'><4'NIN.WOOD ,.'�\ / ,N, (AS APPUGBLE) WALL 1 \ / w/t 1/2'WIN.THREADED `t / : j \ / STUDS RE0'D. INTO SUDS FINISH 1 f.. /I'l" w/MIN.1/r THREADED I. ` ° I It . .EXISTING GLASS- I\ A l ;� ,FlNISH \ /�{ I' PENETRATION TO 1/2•cox �1/ I 1 .i7 \ PLYWOOD IF NO STUDS EXIST. f -L-S ,. EEbsllNc crass -I / /I D cuss L. YIy 1RiiLL �a 1/2'YW.CDX \I .� EO m\\ - TO GLASS(SEE �- 1 1 2•MIN.CD% _ T PLYWOOD:"? `' I / - - MrT sFPHwlw MR. aN M�(Tlw SOmt.IE a SHEET PLYWOOD. 1/16 3 :'• :.•>: ^ _a.0%` 91To GLASS 1EnlE a(SHEET (�-- TO 12A55(SEE 1/2"MIN.COX n .C' -_ ! -f� TO CRASS SEE CAN,11 FOR MADE(J)ANDa SFEET 19 FFOI .. . . 4/ 8063-Tfi)CONT.-` WALL ".t y:•�i+Tb SOimWE a SHEET ':S JF..s: SCHEDULE a 9EET 9/D6m&� ( FINISH- 1/2•MIN.CDX it FOR BIKE(DNdI 11 FR@ME®NU PLYWOOD. 1/2. 11 FOR H/DE�RD j. ALMN.CLOSER .... PLYWOOD. ON SIM 19 FOR WALL /` ON BEET 19 FOR ON SHEET 19 FOR M..... 1T2'NHI,_ PLATE(LOCA,TE 1/2" ftA05m&® FlMSH BLADES C)&� EIADES(D&0 AT EITHER SIDE NW I 1 t• .Iwc .. OF Q) /1 ui�aaRiu aawntN�'4 V .-... .016i6 bC. A70�1/2'S.MS....../ _ -—-—•' it) .. at O.C. \ T( fJ OA ETA X FOq ®� Do wrz A m m sa n01 ®� .1 .. .. SEED L .J (1].OR SIDE CONNECTION TRACKS SEE DETAIL%FOR•` t�J DR® TO TRACKS ...f SEE DETAIL%FOR1 (4' 8 7 8 a 1�0• SIDE CONNECTION a®a/l-Oar.._L'l•®e SIDE CONNECTION ,®a��©'�'©•'"l"'J'®� ®mil®JV,L®ls ro TRACKS ©.® „g)•OO�®�•�� G• To TRACKS END CONNECTION DETAIL Q END .CONNECTION DETAIL® AND CONNECTION DETgjj, END CONNECTION DETAIL . RECURREO ONLY FOR SPANS GREATER THAN 12 - „1/4.9 TAPCON WITH 1/4b El)APCON TH WRH.-•--.1 GLASS - • 0 '0' EXISTING Gl/55� TECHNOLO Y T1W FLOE TECHNOLOGY Y RFAOFORN t �GIA55 ... - ..... .� � TECHNOLOGY RW Bt11LDIX TECHNOLOGY RW BULDE% z•,a•MN.wco0 ANCHORSt/2•MIN. ANCHORS W/1 1/2•MIN. MW.siPauna sTOos RED D ::ntREADm PFJIETRATION THREADED PEREIRAnaN ) gto%1/2',sFAs. Eu1.siP.vuna ♦ SEE LIMITATIONS OF USE OF INro srlros m 1z'o.c. THR STUD o 12'O.C. 00 To unss(sTE I 016 c.'� To crass(SEE BLADE 1A ON SHEET 19 11 PONE a SNFET _•.; _• �.. 1/2'MIN. .1 EE➢(I)AND �4�,1'r . It FOR aaDE®ANO i- SIMT _ ^�`,. a BEET 19 R •, _ _ .ON s14T t9 FOR t { `` `• / ���"\: - 1/2 DJ �a - -�' '"•._ _=r..._...i ///---��� f llll�ill)LUU -"YCC[! : YS l i/��, 4 !! <•,,•. d , 1! M ©OR® QgR{1 47III� 4 , OR OR� -r: 7>r. :^, :'':n•r' y _ `. '�©OR(�)OR®Oft ��V"7�p1©®•®� WALL FlNI STDos . WALL 0® ©© OR 1 OR 1 OR� VIEW. —fRHREDW Y ©•O•®�O.O•®- O.p.©.©.p.®v PLAN DETAIL .END CONNECTION DETAIL i� END CONNECTION DETAIL © FLORIDA BUILDING CODE(Hi h Visiocity Hurricane Zone) -"11��I T/q// 02020 TILTECO, INC. m 2020 EASTERN METAL SUPPLY, INC. F-Ns' , AccordionBERTHA HA HVShutt S IL E�'C3,Na. jyp,441 American t C#( Wj OR W/o V.WNDUN MADE . /.S. .Am TiLLfT TESTING & ENGINEERING COMPANY merican Shutter Systems RmNit DESCRIPTION DATE DRAWN BY-. '_--.M P *'• Tp1E p "° - j/� J 6353 N.W.36 h.St.Ste.305.NRWNK GARDENS.FLOPoDA 331 A9DOQIatIOpE Inc. t OLD 17-1zz /6/zozo DATE: J/6/2020 A'•, `S �� Phone:(305)871-1530.Fox:(3G3)S71-1537 4268 West Roads Drive 2 y a-mail:tiltecoucoLwm We6t P.I. Beoch, FL 33407 I o fLOR\ DRAW NG N �F••,,••.,•.• •' CA- Phone: (800)432-2204 Fax: (561)209-8380• 4 �C r WALTER A TILUr Jr.P.E. 00i.SEAL/SIGNATURE/DATE FLORIDA U.. 44167 3 SHEET /'Inu�Nn `` 6 18 OF 20 • GENERAL LIMITATIONS AND CONDITIONS O SE FOR BERTHA A O '" ®•®- 1.MAX.A.S.D.DESIGN PRESSURE DATING:+110,- 110 Isar. 1 .._...... i 2.MAX.SHUTTER SPAN:96•. ... ... ..-_- r __... 3.ALLOWED MOUHIINCS:0.O,C&H ON SHEETS 6,7;AS WELL AS I MOUNTINGS M.O,T.U&W ON SHEETS 18&17. !• 4 ONLY CENIERMAIES�1I�?(BOTH W/KA�y OR r��y�ARE uH^INFO WITH�1 ? ? ED B1 A SYkA1EfRiCAL OR OPPt751NG LAYOUT.IN CASE OF OPPOSING MUST BE INCLUDED ONLY AT DOERIOR ACCESS SIDE OF UOR 5. CENTEANRA�. 5.(A)HV WINDOW BLADE @ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EA.END , i WO HOLES)'FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 j (8)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF RV WINDOW BLADE`N MAX.S WINDOWS ALLOWED ��,},) [f,�) (f]) OF ANY 3*0 HOLE FOR fl4 SFWl BE 12'. ALLOOYWED BL AT ADE® ' �;f. \j �},f. (C)FIRST OR BLADE COMING OUT FROM STARTERS AT ENDS MAY BE NV nnrt WINDOW BLADE (D)HV WINDOW BLADE 1�MUST BE USED ALTERNATE TO A SOLID FN BLADE 1O u THROUGHOUT SHUTTER'S WIDTH. i l' n • , (E)Cf7 MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID III B1ADE 7VAT EI(FiER SIDE OF THEN. (F.)POLYCARBONATE HV WINDOW A SHALL BE INSTALLED SO TABS FACE SEE END i l 1' THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST MUST BE CONNECTION /••, q ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PRO41pED BY ASSA, DETAILS ON SHEETS I. l�I I< INC. 10& EI WY FULL HEIGHT. �� 6.SEE ANCHOR SPACING SCHEDULEFOR INSTALLATIONS INTO WOOD FRAME BH_ BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES i YP YP � a 1 &2 ABOVE). 3 iv CpF 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED v!RH CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS UMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). - 6.MINIMUM SEPARATION TO CLASS SCHEDULE- PLAN FOR REQUIREMENTS) p H TYP TOP&BOTTOM W �I cR�oRQ. ]� SHUTTEA SPAN MINIMUM SEPARATION TO GLASS ......_........-,. ..-- -11NUMITED WIDTH,...-._-_..__.__ ._.- .......... I 96'Max. $' ELEVATION WK SEPARAMON TO GLASS EXISTING GLASS (r".SEE SCHEDULE ON SHEET 12 910E�;� --- -----'-------1- �_- : AM CN TIES 4/EET FOR 6� &�A . / --------- — ------ 0d2��F1 �\ -------a- irP. I - .1�. © TYP. SYMICAL CEHTERNATES 2�1 ® / .. -.-:__ T W%0 0(S' NOTE 4 ABOVE) \ J..i•t� �� -.....- ..............I\ 21 TYPICAL 11) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE i1A' SHUTTER* N.T.S. FLORIDA BUILDING CODE• Hi h Veiock Hurricane Zone `; �T, l /�.✓7�i' .02020 11LTECO, INC. 02020 EASTERN METAL SUPPLY, INC. o BERTHA H IN (�, .� Accordion Shutter System c No.441 7 � ■ ■ H.V. Btu#1 W/OR w/o KY. WNDOW BLADE - �~ TILUT TESTING & ENGINEERING COMPANY AmerfAssociation, cs o Shutter Inc.yste 9 REV.Nd DESCRIPTION - DATE DRAWN BY, NA STATE F WS N.W.36U.St.,SHE.305,VIRGIND,GAROVIS,FLORWA 7316' C d OFT, 1 OLD 17-122 /s/2020 DATE: 7/6/2020 Phona:(305)871-1530.Fax:(30,5)871-1531 4268 West Roads Drive .. 2. �•. F(pfl` Q,.'\ �. c-man:Nleco®ool.com writ Palm Beach, FL 33407 - .3 -_ DRAWING No 4i� ,C�,S.., IP cA-000s719 Phone: (800)432-2204 Fax: (561)209-8380 4 20-1 69 ''aA S10 N N.u wALTER A nwT Jr. P.E. 77Fr4+E1T111U t��b.E.SEAL/SIGNATURE/DATE FLORIOA Uc.#44167 5 SHEET s 19 OF 20 6 /REQUIRED MINIMUM INSTALLATIONS W// HV BLADE & HV CENTERMATES 0 2000 Max. .6•x I 1/2-x 0.035-THICK ! _. , Min.ASTM A-653 GRADE 40 Tom— Min.G-60 GALV STEEL W �-43b _ INTO METAL STUD WALLS * ,� �3• T METAL STUDS AT t6'D.C.o LO i _ 1 a 6 OC _ .._ m OO 1/2 .475 " w w 1. I IONS A S. USE ALUMINUM g�SEEVE I L J I� 12 0 "-'f FOR BERTHA j HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY REQUIRED MINIMUM I ! Min r 430 O a _ 1 3/4•x 6,/4•z 0.015'THICK M I!436 a 6•o.c.�� .. .... -- i = _SY_STEM:.INSTALLATION TO METAL STUD"WALLS:- . CONT.GALV.STEEL TRACK CHANNEL I� J �/� I _I -- SEPARATI�fl TO GLASS SCHEDULE � 3.000• ASTM A-653 GRADE 40 Min.G-60 I®6.O.C. - - - - � `"•`" Mox. "`� GALVANIZED FASTENED MC STUDS `.J I z 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. L EXISTING FINISH i- O a w/(z)e6x1/2'TEK SCREWS ON I AS APPLICABLE i 1 tan MINIMUM INTERIOR&EXTERIOR FACE I I 2. MAX. SHUTTER SPAN: 84" SEPARATION ax LENGTH + 1'r EXISTING GLASS--i MIN.S GLASS I{ I TO GLASS To clAss 3. ALLOWED MOUNTING: M ON THIS SHEEP. } (SEE SCHEDULE) 4 3 1/4" 434"0-20X3" BOLT EXISTING FINISH �• ( •) m 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PENETRATE 43c 1 AS APPLICABLE WITH 21 AR GED�A S"METRICAL LAYOUT. �REQUIRED MINIMUM I 11 ®6'O.C. 1 3/Cx 8 1/4'x o.a3s•THICK um. i •-Q USE OF (2) 35 (6•' LONG, MINIMUM) MUST ALWAYS BE -'1.373' CONT.GALV.STEEL TRACK CHANNEI_ .050" ASTM.A-853 GRADE 40 Min.G-60 I'.�43c ,`;, 43a „I I II ( INCLUDED ATERIOR OR INTERIOR ACCESS SIDE OF •25°'"' _ a ' GALVMI ED FASTENED TO S6ID5 I ; 6'O.C• -,----"--`• CENTERMATE. .L. W/(2)16z1/2'TEXT SCREWS ON 1 n !�r INTERIOR A EXTERIOR FACE i T m `1 Min t S`., N' _ I"1/4-0-20 THREADS o, a,; BLADE SLACK DETAIL HVF IS VALID ALSO FOR " wl wl vi /� 43c CO S J 12 CENTERMATE 21 APPLICATION WITH BLADE 10 PRODUCTS•FAB-LOK .HD _ t REQUIRED MINWUM` w .VARIES'. t 436 --- Min , 1/2x 653 G THICK ,L„-. ._ - _i,� ® 6' D.C. COMPONENTS Min.ASTM A-653 GRADE 40 2 M0X•, Min.G-60 GALV.STEEL -•) MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16'O.C. 1-IXSTING FINISH AS APPLICABLE SCALE:3/8"= 1" I �; I"--.Z.S•-Y M."'MET-R;.. t—•- 't _ ----- � I-: (LT YP TOP BOTTOM) GALTMVP4N-xIZMin. ED / i n fO .GALV.STEEL TRACK CHANNEL,GLASS -65 G E 40 Mtn.G-60 FASTENED TO STUDS CAL SYMMETRYCAL :`,f W/(2) 86x1/2'TEK SCREWS ON f 430 436 43c SFPARA710N VAR1E8 I I INTERIOR&EXTERIOR FACE CENTERMATES W/ ; CENTERMATES W/j I TO cvsS 2 I I i •- .,. ... •' `.'''. ' t SCHEDULE) Max I EXTERIOR ACCESS SIDE 3 .,INTERIOR ACCESS SIDE • :'1 B (TYP) � � N --- - MN TO GLASS 3n. ., R°' w ismE LOCK(s �mw I 6 i W . Si0CKMsxnw , -----_ = ---_ - __ _ - -- ---_ - -- _ _ > 12 --r _---------- --------- -- - - -- ---- — / —_-- - -- ' 2 21 I l �LocA D AT 12 !. . ------- �-----=-'_' --- - --- -' --- \.I'x/ ----- --- ,- -- --- ---------- I -- -- - --- -.----------' HV HEADER/SILL -VIEW Y LL 1 2- y —3 1/4"(ryp.)— i (6"Min.) i 24 I SIDE.CONNECTION TO TRACK .. (Cont.) : ._.._�..6 1/2'(TYP.)--'^�—::;..._: ..__�7 .'-.- _ i� __7 VA HVEI BLADE SLACK DETAIL HVF HVC FLORIDA euILDINc CODE (High Velocity Hurricane Iona �1i �"p1 Tit, ` _. ... .. P ••, •, ' ®2020 TILTECO, INC, 02020 EASTERN METAL SUPPLY, INC. BERTHA HV TM ]�. c.A N A.S.S.A. Accordion Shutter System ND'44i 7 Am rlcan Shutter Hv. BLADE#1 w/OR w/o Itv. varo BADE s * = TILLIT TESTING & ENGINEERING COMPANY $I1U Systems EV. R,pnaN DATE DRAWN y,p y [ ® f R No DESC p ElY: 2 T 2AjE ` "6=5 N.W.W .SL•Ste.Ms.NRGINIA GARDENS,FLORIDA Mist Assoctafion Inc. 1 OLD 17-122 /6/202 DATE, 7/6/2020 , • Q� 4268 West Roads Drive i A. S P jjJ�� Phona (3D5)671-:Ult .Fax:(305)671-153t 21. �r(�/`�j e-mom URvco®aol.com West Palm fiea0h, FL 33407 y - DRAWING No t7� WAL �X It f1Jr.P.E. Phone: (800)432-2204 Fax: (561)209-8380 4 2O.—1 V9- ����FSS• �t\\ SEAL/SIGNATURE/DATE FLORIDA LIc.B 44167 6 - SHEET 6 20 OF 20 SHUTTERSCHEDULE APPROX. APPROX. HEADER I.D. OPENING APPROX. ANCHOR REINF. � RE NO. SIZE SHZJTTER HEIGHT SPACING REQ`D. X H) WIDTH YES/NO 37" X 63" 45" 71" .12" NO EXAMPLE 1 167991 72 4 177 V-17 9-17 J*7 �3/z' 96 SS tDCJ{ 5 6 7 8 . 9 10 11 12 13 14 15 16 i 17 I "M Florida Engineering LLC Invoice ' 4161 Tamiami Trail#101, Port Charlotte,FL 33952 r Date Invoice# 1/20/2021 2102037 Bill To Lifetime Exteriors 102 South F St. , Lakeworth,FL 33460 P.O.No. Description Quantity Rate Amount 2102037 Schuster 9600 S Ocean Dr#109,Jensen Beach FL 1 100.00 100.00 Due Upon Receipt. All Sales Final. No Refunds. Total $100.00 Phone# 941-391-5980 E-mail orders@flengineeringllc.com Balance Due $100.00 T ( �E,2�55 GCGK 40 \ - L _ = . t t � T T ¢ Cl r r �C- os coca 0 Palm Beach County License:(( LIFETIME -EXTERIORS INC. Martin County #U 18760/U19439 tMCAL#03001 Broward County102 South F Street, Lake Worth Beach, Florida 33460 St. Lucie County CC#00-9709-AL7R (561) 533-8700 / Fax (661) 582-7506 (( PSL-12-5933 i • Owner's Name: �^�J!�, 17 �- f XV I U Date: ZD Address: 17('000 5f �C p�- /h Phone: City: c( State: �C-- Zip: 93> .Cell Phone: Co �i'r ,3G -] Email Address: C u G t JAt i r✓-5' 2 Co �sr GcJ tSC E !r NS (3 N r ZU U LEGALLY BINDING CONTRACT READ BEFORE SIGNING ANY NECESSARY ELECTRIC,PLUMBING,ALARM WORK,OR SURVEY MUST BE PROVIDED BY HOMEOWNER PERMIT CANNOT BE SUBMITTED UNTIL HOA APPROVAL IS PROVIDED BY HOMEOWNER. HOA Information: The Seller agrees to use their best efforts to commence work-approximately—Lb—.�, . weeks after permit is obtained and to complete same approximately days from date of commencement for the following cash sales price or time sales price as elected by buyer. NOT RESPONSIBLE FOR ALARMS, FLOORING,WINDOWSILLS, BRICK PAVERS OR WINDOW TREATMENTS. NO GLASS OR ACRYLIC CLEANING OR PAINTING. Color: ❑ Bronz;i,'AXcco White ❑ Ivory ❑ Beige ❑ Black Shutter Type: rdions ❑ Panels Other. F_ol —Li Cont�aCt Z 0 4Z': ' Windows Doors ❑Impact ❑Non-Impact/Acrylic❑Low-E C.C. Convenience Fee (2%)' ❑Tinted ❑Clear❑Colonial ❑Non-Colonial ❑Insulated ❑Vinyl ❑Aluminum TOTAL BUYERS RIGHT TO CANCEL.THIS IS A HOME SOLICITATION SALE,AND IF YOU DO NOT WANT THE GOODS OR SERVICES,YOU MAY CANCEL THIS AGREEMENT BY PROVIDING WRITTEN NOTICE TO p Z 7 TO C /2 Deposit CONTRACTOR IN PERSON,BY TELEGRAM OR BY MAIL.THIS NOTICE MUST INDICATE THAT YOU DO NOT WANT THE GOODS OR SERVICES AND MUST BE DELIVERED OR POSTMARKED BEFORE 1/4 Start Z 7 M MIDNIGHT OF THE THIRD BUSINESS DAY AFTER YOU SIGN THIS AGREEMENT.IF YOU CANCEL THIS l AGREEMENT,CONTRACTOR MAY NOT KEEP ALL OR PART OOFF AANYY]Y CASH DOWNPAYMEET, BALANCE DUE O -BUYER Y DATE Full balance due to be paid to installer at completion of instatlatt�n, *Lifetime Exteriors does not keep any part of the donvenience fee. CO-BUYER DATEr The fee is charged and collected by a 3rd party processor utilized by 9- Z l Lifetime Exteriors to-provide credit card processing services for services rendered and products sold. The full amount of tht REPRESENTATIVE' G DATE payment less the processing fee is remitted to Lifetime Exteriors. AM Florida Engineering LLC 4161 Tamiami Trail, Suite 101 Port Charlotte, FL 33952-9204 www.flengineeringllc.com Phone: (94.1)391-5980 Certificate of Authorization#30782 January 20th,2021 Schuster Residence, 9600 S Ocean Dr.#1109, 'Jensen Beach, FL Job No. 2102037 General Inputs Design Criteria,applicable codes and standards: Ultimate Wind Speed(mph) 175 Exposure Category D 1.2020 FBC(7th Edition),Ch. 16 Structural Design Mean Roof height(ft) 140 2.ASCE 7-16: Minimum Design Loads for Buildings Enclosure Type Enclosed and other Structures. Internal Pressure Coefficient(±) 0.18 Ch.30 Wind Loads-Components&Cladding Roof Pitch (in 12) 0 Minimum bldg dimension(ft) 30 ` Opening Width Height Effective External Pressure Internal Design Pressures p g g wind area Zone Coefficient Pressure Positive I Negative no. (in) (in:) (sq. in) Positive Negative Coefficient (Psf ) 1 72.00 96.00 48.00 4 0.88 -0.89 0.18 61.40 -61.73 2 1 70.00 1 97.00 1 47.15 1 4 1 0.88 -0.89 1 0.18 1 61.43 -61.75 3 , 76.00 97.00 51.19 4 0.88 -0.89 0.18 61.28 -61.66 4 277.00 97.00 186.59 4 0.80 1 -0.83 0.18 56.45 -58.43 s� o +� STATE OF ' U 0 Ilf I�� r Craig E.Gu rson,P.E.#60102